Adhesive Anchoring Systems 3.2.3 HIT-HY 200 Adhesive Anchoring System 58 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2014 3.2.3.1 Product description 3.2.3.2 Material specifications 3.2.3.3 Technical data 3.2.3.4 Installation instructions 3.2.3.5 Ordering information 3.2.3.1 Product description Hilti HIT-HY 200 adhesive is an injectable, two-component, hybrid adhesive. The two components are separated by means of a dual-cylinder foil pack attached to a manifold. The two components combine and react when dispensed through a static mixing nozzle attached to the manifold. Hilti HIT-HY 200 adhesive is available in two options, Hilti HIT-HY 200-A, and Hilti HIT-HY 200-R. Both options utilize the same technical data. Hilti HIT-HY 200-A will have shorter working times and curing times than Hilti HIT-HY 200-R. The packaging for each is different which helps the user distinguish between the two adhesives. Hilti HIT-HY 200 adhesive comes with three hole cleaning options: • The traditional hole cleaning method uses steel wire brushes and compressed air • The self-cleaning method uses the Hilti TE-CD or TE-YD Hollow Drill Bits in conjunction with a Hilti vacuum to remove the dust as you drill. The hole is clean and ready for anchor installation. • The no-cleaning method requires the use of Hilti HIT-Z and HIT-Z-R threaded anchor rods. If the base material temperature is less than 41° F (5° C) or if diamond core drilling is used, then the drilled hole must be cleaned. Elements that are suitable for use with this system are threaded steel rods, Hilti HIS-(R)N steel internally threaded inserts, steel reinforcing bars and Hilti HIT-Z and HIT-Z-R threaded rods. Product features • Two great products with equal performance data • User can select product gel time suitability based on temperature of the base material and jobsite time requirements • No hole cleaning requirement when installed SafeSet™ hollow drill bit technology • No hole cleaning requirement when installing HIT-Z rods in dry conditions • ICC-ES approved for cracked concrete and seismic service • May be installed in diamond cored holes when addition cleaning steps are employed Guide specifications Injectable adhesive shall be used for installation of threaded rods (rebar) (inserts) into existing concrete. Adhesive shall be furnished in containers which keep component A and component B separate. Containers shall be designed to accept static mixing nozzle which thoroughly blends component A and component B and allows injection of the mixed adhesive directly into the drilled hole. Only injection tools and static mixing nozzles supplied by the manufacturer may be used. Injection adhesive shall be formulated to include the resin and hardener to provide optimal curing speed, high strength and stiffness. Injection adhesive anchor system shall be Hilti HIT-HY 200 installed using Hilti Safe Set TM Technology. HIT-HY 200 System shall be supplied by Hilti. Listings/Approvals ICC-ES (International code council) ESR-3187 LEED ® Credit 4.1-Low Emitting Materials The Leadership in Energy and Environmental Design ( LEED ® ) Green Building Rating system TM is the nationally accepted benchmark for the design, construction and operation of high performance green buildings. Independent code evaluation IBC ® /IRC ® 2009 IBC ® /IRC ® 2006 IBC ® /IRC ® 2003 HIT-HY 200-A HIT-HY 200-R
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Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
58 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
3231 Product description
3232 Material specifications
3233 Technical data
3234 Installation instructions
3235 Ordering information
3231 Product description
Hilti HIT-HY 200 adhesive is an injectable two-component hybrid adhesive The two components are separated by means of a dual-cylinder foil pack attached to a manifold The two components combine and react when dispensed through a static mixing nozzle attached to the manifold
Hilti HIT-HY 200 adhesive is available in two options Hilti HIT-HY 200-A and HiltiHIT-HY200-RBothoptionsutilizethe same technical data Hilti HIT-HY 200-A will have shorter working times and curing times than Hilti HIT-HY 200-R The packaging for each is different which helps the user distinguish between the two adhesives
Hilti HIT-HY 200 adhesive comes with three hole cleaning options
bull The traditional hole cleaning method uses steel wire brushes and compressed air
bull The self-cleaning method uses theHiltiTE-CDorTE-YDHollowDrillBitsinconjunctionwithaHiltivacuum to remove the dust as you drill The hole is clean and ready for anchor installation
bull Theno-cleaningmethodrequiresthe use of Hilti HIT-Z and HIT-Z-R threaded anchor rods If the base material temperature is less than 41deg F (5deg C) or if diamond core drilling is used then the drilled hole must be cleaned
Elementsthataresuitableforusewiththis system are threaded steel rods Hilti HIS-(R)N steel internally threaded inserts steel reinforcing bars and Hilti HIT-Z and HIT-Z-R threaded rods
Product features
bull Twogreatproductswithequalperformance data
bull User can select product gel time suitability based on temperature of the base material and jobsite time requirements
bull Noholecleaningrequirementwheninstalled SafeSettrade hollow drill bit technology
bull Noholecleaningrequirementwhen installing HIT-Z rods in dry conditions
bull ICC-ESapprovedforcrackedconcrete and seismic service
bull May be installed in diamond cored holes when addition cleaning steps are employed
Guide specifications
Injectable adhesive shall be used for installation of threaded rods (rebar) (inserts) into existing concrete Adhesive shall be furnished in containers which keepcomponentAandcomponentBseparate Containers shall be designed to accept static mixing nozzle which thoroughly blends component A and componentBandallowsinjectionofthe mixed adhesive directly into the drilled hole Only injection tools and static mixing nozzles supplied by the manufacturer may be used Injection adhesive shall be formulated to include the resin and hardener to provide optimal curing speed high strength and stiffness Injection adhesive anchor system shall be Hilti HIT-HY 200 installed using Hilti Safe SetTM Technology HIT-HY 200 System shall be supplied by Hilti
ListingsApprovalsICC-ES (International code council)ESR-3187
LEEDreg Credit 41-Low Emitting MaterialsTheLeadershipinEnergyandEnvironmentalDesign(LEEDreg) Green BuildingRatingsystemTM is the nationally accepted benchmark for the design construction and operation of high performance green buildings
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 59
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3232 Material specificationsMaterial specifications for the HIT-Z and HIT-Z-R rods are listed in section 32331Material specifications for HAS threaded rods are listed in section 32333Materials specifications for HIS-N and HIS-RN internally threaded inserts are listed in section 32334
3233 Technical dataThe load values contained in this section are Hilti Simplified Design Tables The load tables in this section were developed usingtheStrengthDesignparametersandvariablesofESR-3187andtheequationswithinACI318-11AppendixDForadetailedexplanationoftheHiltiSimplifiedDesignTablesrefertosection317DatatablesfromESR-3187arenotcontainedin this section but can be found at wwwicc-esorg or at wwwushilticom
Figure 1 - HIT-Z and HIT-Z-R installation conditions
Perm
issi
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conc
rete
con
ditio
ns
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit 1
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit2
Water-filleddrilled holes
Diamond core drill bit 3
1 Anchor may be installed in a hole drilled with a carbide-tipped bit without cleaning the drilling dust from the hole Temperature must be 41deg F or higher Drilling dust must be removed from the hole if the temperature is below 41deg F See Manufacturerrsquos Published Installation Instructions (MPII)
2Whentemperaturesarebelow41degFTE-CDorTE-YDHollowDrillBitsusedwithaHiltivacuumcleanerareviablemethodsforremovingdrillingdustfrom the hole
32331 HIT-HY 200 adhesive with HIT-Z and HIT-Z-R threaded rods
Table 1 - HIT-Z and HIT-Z-R specifications
Setting information Symbol UnitsNominal anchor diameter
38 12 58 34Nominal bit diameter do in 716 916 34 78
Effective embedment
minimum hefmin
in 2-38 2-34 3-34 4(mm) 60 70 95 102
maximum hefmax
in 4-12 6 7-12 8-12(mm) 114 152 190 216
Minimum diameter of fixture hole
through-set in 12 58 13161 15161
preset in 716 916 1116 1316
Installationtorque Tinst
ft-lb 15 30 60 110(Nm) (20) (40) (80) (150)
1 Install using (2) washers See Figure 3
Figure 2 - HIT-TZ and HIT-TZ-R specfications
Figure 3 - Installation with (2) washers
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323 HIT-HY 200 Adhesive Anchoring System
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Table 2 - HIT-Z and HIT-Z-R anchor rod length and thread dimension
HIT-Z carbon steel material specifications38- 12- and 58-in HIT-Z rods are manufactured from AISI 1038 with a minimum tensile strength of 942 ksi (650 MPa) and a minimum yield strength of 753 ksi (520 MPa)34-in HIT-Z rods are manufactured from either AISI 1038 or 18MnV5 with a minimum tensile strength of 942 ksi (650 MPa) and a minimum yield strength of 753 ksi (520 MPa)HIT-Z rods have a electroplate zinc coating with a minimum thickness of 5 micromCarbonsteelnutsconformtoASTMA563andANSIB1822Carbon steel washers conform to ASTM F844
HIT-Z-R stainless steel material specificationsHIT-Z-R rods are manufactured from AISI Type 316 stainless steel minimum tensile strength of 942 ksi (650 MPa) and a mini-mum yield strength of 753 ksi (520 MPa)StainlesssteelnutsconformwithASTMF594andANSIB1822Stainless steel washers are manufactured from AISI Type 316 stainless steel and conform to ASTM A240
Figure 4 - HIT-TZ and HIT-TZ-R anchor rod length and thread dimension
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Table 3 - HIT-HY 200 design strength with concretepullout failure for HIT-Z(-R) rods in uncracked concrete 1234567810
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 10 - 17 as necessary Compare to the steel values in table 5 The lesser of the values is to be used for
the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C)
FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby086 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long-term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry and water saturated concrete conditions7 Tabular values are for short-term loads only For sustained loads see section 31758 Tabularvaluesarefornormal-weightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors
38-indiameter-αseis = 0705 12-into34-indiameter-αseis = 075 See Section 3174 for additional information on seismic applications
10 Diamond core drilling with Hilti HIT-Z(-R) rods is permitted with no reduction in published data above
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323 HIT-HY 200 Adhesive Anchoring System
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Table 5 - Steel design strength for Hilti HIT-Z and HIT-Z-R rods 12
Nominal anchor diameter
in
ACI318AppendixDBasedDesignHIT-Z carbon steel rod HIT-Z-R stainless steel rod
Tensile3ϕNsalb (kN)
Shear4ϕVsalb (kN) αseisV
5Tensile3ϕNsa
lb (kN)Shear4ϕVsa
lb (kN) αseisV5
384750 1930
104750 2630
10(211) (86) (211) (117)
128695 3530
0658695 4815
075(387) (157) (387) (214)
5813850 5625
06513850 7670
065(616) (250) (616) (341)
3420455 8310
06520455 11330
065(910) (370) (910) (504)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Hilti HIT-Z(-R) rod permissible combinations of edge distance snchor spacing and concrete thicknessTheHiltiHIT-ZandHIT-Z-RRodsproducehigherexpansionforcesintheconcreteslabwhentheinstallationtorqueisappliedThis means that the anchor must be installed with larger edge distances and spacing when compared to standard threaded rod to minimize the likelihood that the concrete slab will split during installation
The permissible edge distance is based on the concrete condition (cracked or uncracked) the concrete thickness and anchor spacing if designing for anchor groups The permissible concrete thickness is dependent on whether or not the drill dust is removed during the anchor installation process
Step 1 Check concrete thickness
When using Hilti HIT-Z and HIT-Z-R rods drilling dust does not need to be removed for optimum capacity when base material temperatures are greater than 41deg F (5deg C) and a hammer drill with a carbide tipped drill bit is used However concrete thickness can be reduced if the drilling dust is removed The figure below shows both drilled hole conditions Drilled hole condition 1 illustrates the hole depth and concrete thickness when drilling dust is left in the hole Drilled hole condition 2 illustratesthecorrespondingreductionwhendrilldustisremovedbyusingcompressedairHiltiTE-CDorTE-YDHollowDrillBitswithaHiltivacuum
Step 2 Check edge distance and anchor spacing
Tables 6 to 9 in this section show the minimum edge distance and anchor spacing based on a specific concrete thickness and whether or not the design is for cracked or uncracked concrete There are two cases of edge distance and anchor spacing combinations for each embedment and concrete condition (cracked or uncracked) Case 1 is the minimum edge distance needed for one anchor or for two anchors with large anchor spacing Case 2 is the minimum anchor spacing that can be used but the edge distance is increased to help prevent splitting Linear interpolation can be used between Case 1 and Case 2 for any specific concrete thickness and concrete condition See the following figure and calculation which can be used to deter-mine specific edge distance and anchor spacing combinations
Refer to tables 6 to 9 in this section for the minimum concrete thicknesses associated with the Hilti HIT-Z(-R) rods based on diameter and drilled hole condition
Figure 5
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For a specific edge distance the permitted spacing is calculated as follows
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Concrete Edge
Anchors not permitted in shaded area
Smin2
Smin1
Cm
in1
Cm
in2
Case 1
Case 2
cdesignedge distance c
caminatsge
sminatcgesdesign
spac
ing
s
Figure 6
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 8 - Minimum edge distance spacing and concrete thickness for 58-in diameter Hilti HIT-Z and HIT-Z-R rods1
Nominal anchor diameter d in 58
Effectiveembedment hef
in 3-34 5-58 7-12(mm) (95) (143) (191)
Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 6 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 10 - Load adjustment factors for 38-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
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conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
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323 HIT-HY 200 Adhesive Anchoring System
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Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
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323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Adhesive Anchoring Systems
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3232 Material specificationsMaterial specifications for the HIT-Z and HIT-Z-R rods are listed in section 32331Material specifications for HAS threaded rods are listed in section 32333Materials specifications for HIS-N and HIS-RN internally threaded inserts are listed in section 32334
3233 Technical dataThe load values contained in this section are Hilti Simplified Design Tables The load tables in this section were developed usingtheStrengthDesignparametersandvariablesofESR-3187andtheequationswithinACI318-11AppendixDForadetailedexplanationoftheHiltiSimplifiedDesignTablesrefertosection317DatatablesfromESR-3187arenotcontainedin this section but can be found at wwwicc-esorg or at wwwushilticom
Figure 1 - HIT-Z and HIT-Z-R installation conditions
Perm
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ditio
ns
Uncrackedconcrete
Dryconcrete
Perm
issi
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drilli
ngm
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Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit2
Water-filleddrilled holes
Diamond core drill bit 3
1 Anchor may be installed in a hole drilled with a carbide-tipped bit without cleaning the drilling dust from the hole Temperature must be 41deg F or higher Drilling dust must be removed from the hole if the temperature is below 41deg F See Manufacturerrsquos Published Installation Instructions (MPII)
2Whentemperaturesarebelow41degFTE-CDorTE-YDHollowDrillBitsusedwithaHiltivacuumcleanerareviablemethodsforremovingdrillingdustfrom the hole
32331 HIT-HY 200 adhesive with HIT-Z and HIT-Z-R threaded rods
Table 1 - HIT-Z and HIT-Z-R specifications
Setting information Symbol UnitsNominal anchor diameter
38 12 58 34Nominal bit diameter do in 716 916 34 78
Effective embedment
minimum hefmin
in 2-38 2-34 3-34 4(mm) 60 70 95 102
maximum hefmax
in 4-12 6 7-12 8-12(mm) 114 152 190 216
Minimum diameter of fixture hole
through-set in 12 58 13161 15161
preset in 716 916 1116 1316
Installationtorque Tinst
ft-lb 15 30 60 110(Nm) (20) (40) (80) (150)
1 Install using (2) washers See Figure 3
Figure 2 - HIT-TZ and HIT-TZ-R specfications
Figure 3 - Installation with (2) washers
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323 HIT-HY 200 Adhesive Anchoring System
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Table 2 - HIT-Z and HIT-Z-R anchor rod length and thread dimension
HIT-Z carbon steel material specifications38- 12- and 58-in HIT-Z rods are manufactured from AISI 1038 with a minimum tensile strength of 942 ksi (650 MPa) and a minimum yield strength of 753 ksi (520 MPa)34-in HIT-Z rods are manufactured from either AISI 1038 or 18MnV5 with a minimum tensile strength of 942 ksi (650 MPa) and a minimum yield strength of 753 ksi (520 MPa)HIT-Z rods have a electroplate zinc coating with a minimum thickness of 5 micromCarbonsteelnutsconformtoASTMA563andANSIB1822Carbon steel washers conform to ASTM F844
HIT-Z-R stainless steel material specificationsHIT-Z-R rods are manufactured from AISI Type 316 stainless steel minimum tensile strength of 942 ksi (650 MPa) and a mini-mum yield strength of 753 ksi (520 MPa)StainlesssteelnutsconformwithASTMF594andANSIB1822Stainless steel washers are manufactured from AISI Type 316 stainless steel and conform to ASTM A240
Figure 4 - HIT-TZ and HIT-TZ-R anchor rod length and thread dimension
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Table 3 - HIT-HY 200 design strength with concretepullout failure for HIT-Z(-R) rods in uncracked concrete 1234567810
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 10 - 17 as necessary Compare to the steel values in table 5 The lesser of the values is to be used for
the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C)
FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby086 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long-term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry and water saturated concrete conditions7 Tabular values are for short-term loads only For sustained loads see section 31758 Tabularvaluesarefornormal-weightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors
38-indiameter-αseis = 0705 12-into34-indiameter-αseis = 075 See Section 3174 for additional information on seismic applications
10 Diamond core drilling with Hilti HIT-Z(-R) rods is permitted with no reduction in published data above
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323 HIT-HY 200 Adhesive Anchoring System
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Table 5 - Steel design strength for Hilti HIT-Z and HIT-Z-R rods 12
Nominal anchor diameter
in
ACI318AppendixDBasedDesignHIT-Z carbon steel rod HIT-Z-R stainless steel rod
Tensile3ϕNsalb (kN)
Shear4ϕVsalb (kN) αseisV
5Tensile3ϕNsa
lb (kN)Shear4ϕVsa
lb (kN) αseisV5
384750 1930
104750 2630
10(211) (86) (211) (117)
128695 3530
0658695 4815
075(387) (157) (387) (214)
5813850 5625
06513850 7670
065(616) (250) (616) (341)
3420455 8310
06520455 11330
065(910) (370) (910) (504)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Hilti HIT-Z(-R) rod permissible combinations of edge distance snchor spacing and concrete thicknessTheHiltiHIT-ZandHIT-Z-RRodsproducehigherexpansionforcesintheconcreteslabwhentheinstallationtorqueisappliedThis means that the anchor must be installed with larger edge distances and spacing when compared to standard threaded rod to minimize the likelihood that the concrete slab will split during installation
The permissible edge distance is based on the concrete condition (cracked or uncracked) the concrete thickness and anchor spacing if designing for anchor groups The permissible concrete thickness is dependent on whether or not the drill dust is removed during the anchor installation process
Step 1 Check concrete thickness
When using Hilti HIT-Z and HIT-Z-R rods drilling dust does not need to be removed for optimum capacity when base material temperatures are greater than 41deg F (5deg C) and a hammer drill with a carbide tipped drill bit is used However concrete thickness can be reduced if the drilling dust is removed The figure below shows both drilled hole conditions Drilled hole condition 1 illustrates the hole depth and concrete thickness when drilling dust is left in the hole Drilled hole condition 2 illustratesthecorrespondingreductionwhendrilldustisremovedbyusingcompressedairHiltiTE-CDorTE-YDHollowDrillBitswithaHiltivacuum
Step 2 Check edge distance and anchor spacing
Tables 6 to 9 in this section show the minimum edge distance and anchor spacing based on a specific concrete thickness and whether or not the design is for cracked or uncracked concrete There are two cases of edge distance and anchor spacing combinations for each embedment and concrete condition (cracked or uncracked) Case 1 is the minimum edge distance needed for one anchor or for two anchors with large anchor spacing Case 2 is the minimum anchor spacing that can be used but the edge distance is increased to help prevent splitting Linear interpolation can be used between Case 1 and Case 2 for any specific concrete thickness and concrete condition See the following figure and calculation which can be used to deter-mine specific edge distance and anchor spacing combinations
Refer to tables 6 to 9 in this section for the minimum concrete thicknesses associated with the Hilti HIT-Z(-R) rods based on diameter and drilled hole condition
Figure 5
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For a specific edge distance the permitted spacing is calculated as follows
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Concrete Edge
Anchors not permitted in shaded area
Smin2
Smin1
Cm
in1
Cm
in2
Case 1
Case 2
cdesignedge distance c
caminatsge
sminatcgesdesign
spac
ing
s
Figure 6
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 8 - Minimum edge distance spacing and concrete thickness for 58-in diameter Hilti HIT-Z and HIT-Z-R rods1
Nominal anchor diameter d in 58
Effectiveembedment hef
in 3-34 5-58 7-12(mm) (95) (143) (191)
Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 6 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 10 - Load adjustment factors for 38-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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324
324
324
323
Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
60 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 2 - HIT-Z and HIT-Z-R anchor rod length and thread dimension
HIT-Z carbon steel material specifications38- 12- and 58-in HIT-Z rods are manufactured from AISI 1038 with a minimum tensile strength of 942 ksi (650 MPa) and a minimum yield strength of 753 ksi (520 MPa)34-in HIT-Z rods are manufactured from either AISI 1038 or 18MnV5 with a minimum tensile strength of 942 ksi (650 MPa) and a minimum yield strength of 753 ksi (520 MPa)HIT-Z rods have a electroplate zinc coating with a minimum thickness of 5 micromCarbonsteelnutsconformtoASTMA563andANSIB1822Carbon steel washers conform to ASTM F844
HIT-Z-R stainless steel material specificationsHIT-Z-R rods are manufactured from AISI Type 316 stainless steel minimum tensile strength of 942 ksi (650 MPa) and a mini-mum yield strength of 753 ksi (520 MPa)StainlesssteelnutsconformwithASTMF594andANSIB1822Stainless steel washers are manufactured from AISI Type 316 stainless steel and conform to ASTM A240
Figure 4 - HIT-TZ and HIT-TZ-R anchor rod length and thread dimension
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 3 - HIT-HY 200 design strength with concretepullout failure for HIT-Z(-R) rods in uncracked concrete 1234567810
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 10 - 17 as necessary Compare to the steel values in table 5 The lesser of the values is to be used for
the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C)
FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby086 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long-term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry and water saturated concrete conditions7 Tabular values are for short-term loads only For sustained loads see section 31758 Tabularvaluesarefornormal-weightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors
38-indiameter-αseis = 0705 12-into34-indiameter-αseis = 075 See Section 3174 for additional information on seismic applications
10 Diamond core drilling with Hilti HIT-Z(-R) rods is permitted with no reduction in published data above
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
62 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 5 - Steel design strength for Hilti HIT-Z and HIT-Z-R rods 12
Nominal anchor diameter
in
ACI318AppendixDBasedDesignHIT-Z carbon steel rod HIT-Z-R stainless steel rod
Tensile3ϕNsalb (kN)
Shear4ϕVsalb (kN) αseisV
5Tensile3ϕNsa
lb (kN)Shear4ϕVsa
lb (kN) αseisV5
384750 1930
104750 2630
10(211) (86) (211) (117)
128695 3530
0658695 4815
075(387) (157) (387) (214)
5813850 5625
06513850 7670
065(616) (250) (616) (341)
3420455 8310
06520455 11330
065(910) (370) (910) (504)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Hilti HIT-Z(-R) rod permissible combinations of edge distance snchor spacing and concrete thicknessTheHiltiHIT-ZandHIT-Z-RRodsproducehigherexpansionforcesintheconcreteslabwhentheinstallationtorqueisappliedThis means that the anchor must be installed with larger edge distances and spacing when compared to standard threaded rod to minimize the likelihood that the concrete slab will split during installation
The permissible edge distance is based on the concrete condition (cracked or uncracked) the concrete thickness and anchor spacing if designing for anchor groups The permissible concrete thickness is dependent on whether or not the drill dust is removed during the anchor installation process
Step 1 Check concrete thickness
When using Hilti HIT-Z and HIT-Z-R rods drilling dust does not need to be removed for optimum capacity when base material temperatures are greater than 41deg F (5deg C) and a hammer drill with a carbide tipped drill bit is used However concrete thickness can be reduced if the drilling dust is removed The figure below shows both drilled hole conditions Drilled hole condition 1 illustrates the hole depth and concrete thickness when drilling dust is left in the hole Drilled hole condition 2 illustratesthecorrespondingreductionwhendrilldustisremovedbyusingcompressedairHiltiTE-CDorTE-YDHollowDrillBitswithaHiltivacuum
Step 2 Check edge distance and anchor spacing
Tables 6 to 9 in this section show the minimum edge distance and anchor spacing based on a specific concrete thickness and whether or not the design is for cracked or uncracked concrete There are two cases of edge distance and anchor spacing combinations for each embedment and concrete condition (cracked or uncracked) Case 1 is the minimum edge distance needed for one anchor or for two anchors with large anchor spacing Case 2 is the minimum anchor spacing that can be used but the edge distance is increased to help prevent splitting Linear interpolation can be used between Case 1 and Case 2 for any specific concrete thickness and concrete condition See the following figure and calculation which can be used to deter-mine specific edge distance and anchor spacing combinations
Refer to tables 6 to 9 in this section for the minimum concrete thicknesses associated with the Hilti HIT-Z(-R) rods based on diameter and drilled hole condition
Figure 5
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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For a specific edge distance the permitted spacing is calculated as follows
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Concrete Edge
Anchors not permitted in shaded area
Smin2
Smin1
Cm
in1
Cm
in2
Case 1
Case 2
cdesignedge distance c
caminatsge
sminatcgesdesign
spac
ing
s
Figure 6
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 8 - Minimum edge distance spacing and concrete thickness for 58-in diameter Hilti HIT-Z and HIT-Z-R rods1
Nominal anchor diameter d in 58
Effectiveembedment hef
in 3-34 5-58 7-12(mm) (95) (143) (191)
Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 6 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 10 - Load adjustment factors for 38-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
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Dryconcrete
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issi
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Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
Adhesive Anchoring Systems
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
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drilli
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etho
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Water saturatedconcrete
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Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
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Table 3 - HIT-HY 200 design strength with concretepullout failure for HIT-Z(-R) rods in uncracked concrete 1234567810
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 10 - 17 as necessary Compare to the steel values in table 5 The lesser of the values is to be used for
the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C)
FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby086 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long-term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry and water saturated concrete conditions7 Tabular values are for short-term loads only For sustained loads see section 31758 Tabularvaluesarefornormal-weightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors
38-indiameter-αseis = 0705 12-into34-indiameter-αseis = 075 See Section 3174 for additional information on seismic applications
10 Diamond core drilling with Hilti HIT-Z(-R) rods is permitted with no reduction in published data above
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
62 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 5 - Steel design strength for Hilti HIT-Z and HIT-Z-R rods 12
Nominal anchor diameter
in
ACI318AppendixDBasedDesignHIT-Z carbon steel rod HIT-Z-R stainless steel rod
Tensile3ϕNsalb (kN)
Shear4ϕVsalb (kN) αseisV
5Tensile3ϕNsa
lb (kN)Shear4ϕVsa
lb (kN) αseisV5
384750 1930
104750 2630
10(211) (86) (211) (117)
128695 3530
0658695 4815
075(387) (157) (387) (214)
5813850 5625
06513850 7670
065(616) (250) (616) (341)
3420455 8310
06520455 11330
065(910) (370) (910) (504)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Hilti HIT-Z(-R) rod permissible combinations of edge distance snchor spacing and concrete thicknessTheHiltiHIT-ZandHIT-Z-RRodsproducehigherexpansionforcesintheconcreteslabwhentheinstallationtorqueisappliedThis means that the anchor must be installed with larger edge distances and spacing when compared to standard threaded rod to minimize the likelihood that the concrete slab will split during installation
The permissible edge distance is based on the concrete condition (cracked or uncracked) the concrete thickness and anchor spacing if designing for anchor groups The permissible concrete thickness is dependent on whether or not the drill dust is removed during the anchor installation process
Step 1 Check concrete thickness
When using Hilti HIT-Z and HIT-Z-R rods drilling dust does not need to be removed for optimum capacity when base material temperatures are greater than 41deg F (5deg C) and a hammer drill with a carbide tipped drill bit is used However concrete thickness can be reduced if the drilling dust is removed The figure below shows both drilled hole conditions Drilled hole condition 1 illustrates the hole depth and concrete thickness when drilling dust is left in the hole Drilled hole condition 2 illustratesthecorrespondingreductionwhendrilldustisremovedbyusingcompressedairHiltiTE-CDorTE-YDHollowDrillBitswithaHiltivacuum
Step 2 Check edge distance and anchor spacing
Tables 6 to 9 in this section show the minimum edge distance and anchor spacing based on a specific concrete thickness and whether or not the design is for cracked or uncracked concrete There are two cases of edge distance and anchor spacing combinations for each embedment and concrete condition (cracked or uncracked) Case 1 is the minimum edge distance needed for one anchor or for two anchors with large anchor spacing Case 2 is the minimum anchor spacing that can be used but the edge distance is increased to help prevent splitting Linear interpolation can be used between Case 1 and Case 2 for any specific concrete thickness and concrete condition See the following figure and calculation which can be used to deter-mine specific edge distance and anchor spacing combinations
Refer to tables 6 to 9 in this section for the minimum concrete thicknesses associated with the Hilti HIT-Z(-R) rods based on diameter and drilled hole condition
Figure 5
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 63
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For a specific edge distance the permitted spacing is calculated as follows
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Concrete Edge
Anchors not permitted in shaded area
Smin2
Smin1
Cm
in1
Cm
in2
Case 1
Case 2
cdesignedge distance c
caminatsge
sminatcgesdesign
spac
ing
s
Figure 6
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
64 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 8 - Minimum edge distance spacing and concrete thickness for 58-in diameter Hilti HIT-Z and HIT-Z-R rods1
Nominal anchor diameter d in 58
Effectiveembedment hef
in 3-34 5-58 7-12(mm) (95) (143) (191)
Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 65
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 6 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 10 - Load adjustment factors for 38-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
66 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 67
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
68 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 69
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
70 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 71
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Table 5 - Steel design strength for Hilti HIT-Z and HIT-Z-R rods 12
Nominal anchor diameter
in
ACI318AppendixDBasedDesignHIT-Z carbon steel rod HIT-Z-R stainless steel rod
Tensile3ϕNsalb (kN)
Shear4ϕVsalb (kN) αseisV
5Tensile3ϕNsa
lb (kN)Shear4ϕVsa
lb (kN) αseisV5
384750 1930
104750 2630
10(211) (86) (211) (117)
128695 3530
0658695 4815
075(387) (157) (387) (214)
5813850 5625
06513850 7670
065(616) (250) (616) (341)
3420455 8310
06520455 11330
065(910) (370) (910) (504)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Hilti HIT-Z(-R) rod permissible combinations of edge distance snchor spacing and concrete thicknessTheHiltiHIT-ZandHIT-Z-RRodsproducehigherexpansionforcesintheconcreteslabwhentheinstallationtorqueisappliedThis means that the anchor must be installed with larger edge distances and spacing when compared to standard threaded rod to minimize the likelihood that the concrete slab will split during installation
The permissible edge distance is based on the concrete condition (cracked or uncracked) the concrete thickness and anchor spacing if designing for anchor groups The permissible concrete thickness is dependent on whether or not the drill dust is removed during the anchor installation process
Step 1 Check concrete thickness
When using Hilti HIT-Z and HIT-Z-R rods drilling dust does not need to be removed for optimum capacity when base material temperatures are greater than 41deg F (5deg C) and a hammer drill with a carbide tipped drill bit is used However concrete thickness can be reduced if the drilling dust is removed The figure below shows both drilled hole conditions Drilled hole condition 1 illustrates the hole depth and concrete thickness when drilling dust is left in the hole Drilled hole condition 2 illustratesthecorrespondingreductionwhendrilldustisremovedbyusingcompressedairHiltiTE-CDorTE-YDHollowDrillBitswithaHiltivacuum
Step 2 Check edge distance and anchor spacing
Tables 6 to 9 in this section show the minimum edge distance and anchor spacing based on a specific concrete thickness and whether or not the design is for cracked or uncracked concrete There are two cases of edge distance and anchor spacing combinations for each embedment and concrete condition (cracked or uncracked) Case 1 is the minimum edge distance needed for one anchor or for two anchors with large anchor spacing Case 2 is the minimum anchor spacing that can be used but the edge distance is increased to help prevent splitting Linear interpolation can be used between Case 1 and Case 2 for any specific concrete thickness and concrete condition See the following figure and calculation which can be used to deter-mine specific edge distance and anchor spacing combinations
Refer to tables 6 to 9 in this section for the minimum concrete thicknesses associated with the Hilti HIT-Z(-R) rods based on diameter and drilled hole condition
Figure 5
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For a specific edge distance the permitted spacing is calculated as follows
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Concrete Edge
Anchors not permitted in shaded area
Smin2
Smin1
Cm
in1
Cm
in2
Case 1
Case 2
cdesignedge distance c
caminatsge
sminatcgesdesign
spac
ing
s
Figure 6
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 8 - Minimum edge distance spacing and concrete thickness for 58-in diameter Hilti HIT-Z and HIT-Z-R rods1
Nominal anchor diameter d in 58
Effectiveembedment hef
in 3-34 5-58 7-12(mm) (95) (143) (191)
Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 6 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 10 - Load adjustment factors for 38-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
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conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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For a specific edge distance the permitted spacing is calculated as follows
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Concrete Edge
Anchors not permitted in shaded area
Smin2
Smin1
Cm
in1
Cm
in2
Case 1
Case 2
cdesignedge distance c
caminatsge
sminatcgesdesign
spac
ing
s
Figure 6
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
64 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 8 - Minimum edge distance spacing and concrete thickness for 58-in diameter Hilti HIT-Z and HIT-Z-R rods1
Nominal anchor diameter d in 58
Effectiveembedment hef
in 3-34 5-58 7-12(mm) (95) (143) (191)
Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 6 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 10 - Load adjustment factors for 38-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
66 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 67
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
68 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 69
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
70 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 71
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
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323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 8 - Minimum edge distance spacing and concrete thickness for 58-in diameter Hilti HIT-Z and HIT-Z-R rods1
Nominal anchor diameter d in 58
Effectiveembedment hef
in 3-34 5-58 7-12(mm) (95) (143) (191)
Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2
1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2 Linearinterpoloationforaspecificedgedistancecwherecmin1 lt c lt cmin2 will determine the permissible spacing s as follows
2 For shaded cells drilling dust must be removed from drilled hole to justify minimum concrete thickness
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 6 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 10 - Load adjustment factors for 38-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
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Dryconcrete
Perm
issi
ble
drilli
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etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
Adhesive Anchoring Systems
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 6 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 10 - Load adjustment factors for 38-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
66 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 67
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
68 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 69
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
70 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 71
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
72 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 73
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
74 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 75
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
76 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 77
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
66 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 7 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 12 - Load adjustment factors for 12-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
68 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
Adhesive Anchoring Systems
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
92 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Adhesive Anchoring Systems
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 8 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 14 - Load adjustment factors for 58-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-18 (79) 064 059 057 na na 020 055 054 053 na na 007 na na 013 na na na
3-14 (83) 064 060 057 na 024 020 055 054 053 na 011 007 na 021 014 na na na3-34 (95) 067 061 058 034 025 021 056 054 053 023 013 009 034 027 017 na na na
4 (102) 068 062 059 036 026 022 057 055 053 025 015 010 036 029 019 na na na5 (127) 072 065 061 042 029 024 058 056 054 036 021 013 042 038 024 na na na
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1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
Adhesive Anchoring Systems
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
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323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
68 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD3 Spacing reduction factor in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒhV = 10
If a reduction factor value is in a shaded area this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa) Check with figure 6 and table 9 of this section to calculate permissible edge distance spacing and concrete thickness combinations
Table 16 - Load adjustment factors for 34-in diameter HIT-Z and HIT-Z-R rods in uncracked concrete 12
m) 3-34 (95) 066 059 057 na na na 056 054 053 na na na na na na na na na
4 (102) 067 060 058 na na 021 057 054 053 na na 008 na na 017 na na na4-18 (105) 067 060 058 na na 021 057 054 053 na na 009 na na 018 na na na4-14 (108) 068 060 058 na 024 021 057 054 053 na 013 009 na 026 019 na na na
5 (127) 071 062 060 039 026 023 058 055 054 035 017 012 039 032 023 na na na5-34 (146) 074 064 061 044 028 024 059 056 055 043 021 015 044 034 024 061 na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 69
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
70 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 71
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
72 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 73
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
74 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 75
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
76 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 77
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 79
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
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HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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32332 Hilti HIT-HY 200 Adhesive with deformed reinforcing bars (rebar)
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water-saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Figure 7 - Rebar installation conditions
Setting information Symbol UnitsRebar size
3 4 5 6 7 8 9 10Nominal bit diameter do in 12 58 34 78 1 1-18 1-38 1-12
Table 18 - Rebar installed with HIT-HY 200 adhesive
Figure 8 - Rebar installed with HIT-HY 200 adhesive
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
70 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
72 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
74 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 75
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
70 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 19 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in uncracked concrete 12345678
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
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HIT-HY 200 Adhesive Anchoring System 323
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Table 20 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for rebar in cracked concrete123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 22 - 37 as necessary Compare to the steel values in table 21
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constantoversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows
Forsand-lightweightλa=051Forall-lightweightλa = 0459TabularvaluesareforstaticloadsonlyForseismicloadsmultiplytabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
72 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
74 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
76 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
80 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Table 22 - Load adjustment factors for 3 rebar in uncracked concrete123
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
74 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
76 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
80 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 91
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
74 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 24 - Load adjustment factors for 4 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
76 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
80 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 26 - Load adjustment factors for 5 rebar in uncracked concrete123
76 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
80 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
92 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
76 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 28 - Load adjustment factors for 6 rebar in uncracked concrete123
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 30 - Load adjustment factors for 7 rebar in uncracked concrete123
1-34 (44) na na na 023 017 010 na na na 003 002 001 005 004 002 na na na4-38 (111) 059 057 054 030 022 013 054 053 052 011 007 004 022 014 007 na na na
5 (127) 061 058 055 032 024 014 054 053 052 013 009 004 027 017 009 na na na5-12 (140) 062 059 055 034 025 015 055 054 052 015 010 005 031 020 010 na na na
6 (152) 063 060 056 035 026 015 055 054 052 017 011 006 035 023 012 na na na7 (178) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 015 na na na8 (203) 067 063 058 042 031 018 057 055 053 027 017 009 043 035 018 na na na9 (229) 069 064 059 045 033 020 058 056 054 032 021 011 046 038 021 na na na
1-34 (44) na na na 043 041 038 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 056 050 044 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 059 052 045 054 054 053 013 010 006 027 019 012 na na na5-12 (140) 062 059 055 062 054 046 055 054 053 015 011 007 031 022 013 na na na
6 (152) 063 060 056 064 056 047 055 054 053 018 013 008 035 025 015 na na na7 (178) 065 061 057 070 060 049 056 055 054 022 016 010 044 032 019 na na na8 (203) 067 063 058 076 064 052 057 056 054 027 020 012 054 039 024 na na na9 (229) 069 064 059 082 068 054 058 056 055 032 023 014 065 047 028 na na na
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
78 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 32 - Load adjustment factors for 8 rebar in uncracked concrete123
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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324
324
324
323
Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 34 - Load adjustment factors for 9 rebar in uncracked concrete12
80 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 81
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
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323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 97
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
80 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN4 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 36 - Load adjustment factors for 10 rebar in uncracked concrete 12
1-34 (44) na na na 022 016 009 na na na 002 001 000 003 002 001 na na na6-14 (159) 059 057 054 031 022 013 054 053 052 011 007 003 022 014 007 na na na
7 (178) 060 058 055 032 024 014 054 053 052 013 008 004 026 017 008 na na na8 (203) 062 059 055 034 025 015 055 054 052 016 010 005 031 020 010 na na na9 (229) 063 060 056 036 027 016 055 054 052 019 012 006 037 024 011 na na na10 (254) 065 061 057 039 028 017 056 055 053 022 014 007 039 029 013 na na na11 (279) 066 062 057 041 030 018 057 055 053 025 016 008 042 033 015 na na na12 (305) 068 063 058 043 032 019 057 055 053 029 019 009 044 036 017 na na na13 (330) 069 064 059 046 034 020 058 056 054 033 021 010 047 038 020 na na na14 (356) 071 066 059 048 036 021 059 056 054 036 024 011 049 040 022 na na na
1-34 (44) na na na 040 039 037 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 056 050 044 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 058 052 045 054 053 052 013 008 005 026 017 009 na na na8 (203) 062 059 055 062 055 046 055 054 052 016 010 006 032 021 011 na na na9 (229) 063 060 056 066 057 048 055 054 053 019 012 007 038 025 014 na na na10 (254) 065 061 057 070 060 049 056 055 053 022 014 008 044 029 016 na na na11 (279) 066 062 057 074 063 051 057 055 053 026 017 009 051 033 018 na na na12 (305) 068 063 058 078 066 053 057 055 054 029 019 010 058 038 021 na na na13 (330) 069 064 059 082 069 054 058 056 054 033 021 012 066 043 024 na na na14 (356) 071 066 059 087 072 056 059 056 054 037 024 013 073 048 026 na na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 81
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
82 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 83
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
84 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 85
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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3233 Hilti HIT-HY 200-AR Adhesive with Hilti HAS threaded rod
Perm
issi
ble
conc
rete
co
nditi
ons
Uncrackedconcrete
Dryconcrete
Perm
issi
ble
drilli
ngm
etho
d
Hammer drilling with carbide tipped drill bit
Crackedconcrete
Water saturatedconcrete
HiltiTE-CDorTE-YDHollowDrillBit
Table 38 - HAS threaded rod specifications
Setting information Symbol UnitsNominal rod diameter
38 12 58 34 78 1 1-14Nominal bit diameter do in 716 916 34 78 1 1-18 1-38
HAS-E carbon steel threaded rod specificationsCarbon steel rods conform to ISO 898 class 58 with a minimum tensile strength of 725 ksi (500 MPa) and a minimum yield strength of 58 ksi (400 MPa)HAS-EnutsconformtoSAEJ995Grade5HAS-EwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS-ErodnutandwasherhasanelectroplatedzinccoatingconformingtoASTMB633SC1
HAS Super high strength threaded rod specificationsCarbonsteelrodsmanufacturedfromASTMA193GradeB7withaminimumtensilestrengthof125ksi(862MPa)and a minimum yield strength of 105 ksi (724 MPa)HASSupernutsconformtoSAEJ995Grade5HASSuperwashersconformtoASTMF884HVandANSIB18221TypeAPlainHAS Super rods nuts and washers except the 78-in diameter have an electroplated zinc coating conforming to ASTM B633 SC178-in HAS Super rods nuts and washers are hot-dip galvanized in accordance with ASTM A153
HAS-R 304 stainless steel38- 12- and 58-in rods manufactured from AISI Type 304 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 304 stainless steel conforming to ASTM F593 Condition CW or cold workedAISI Type 304 stainless steel nuts conform to ASTM F594AISI Type 304 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
HAS-R 316 stainless steel38- 12- and 58-in rods manufactured from AISI Type 316 stainless steel with a minimum tensile strength of 100 ksi (689 MPa) and a minimum yield strength of 65 ksi (448 MPa)34- 1- and 1 14-in rods are manufactured from AISI Type 316 stainless steel conforming to ASTM F593 Condition CWAISI Type 316 stainless steel nuts conform to ASTM F594AISI Type 316 stainless steel washers conform to ASTM A240 and ANSI B18221 Type A Plain
Figure 9 -HAS threaded rod installation conditions
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
82 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in uncracked concrete 12345678
(635) (4337) (4751) (5334) (5654) (9341) (10233) (11488) (12177)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
Adhesive Anchoring Systems
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
84 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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Table 40 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for threaded rod in cracked concrete 123456789
(635) (2583) (2583) (2583) (2738) (5564) (5564) (5564) (5897)1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 42 - 55 as necessary Compare to the steel values in table 41
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 ShorttermelevatedconcretetemperaturesarethosethatoccuroverbriefintervalsegasaresultofdiurnalcyclingLongtermconcretetemperaturesareroughlyconstantoversignificantperiods of time
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9 Tabular values are for static loads only For seismic loads multiply cracked concrete tabular values by the following reduction factors 38-into34-indiameter-αseis = 060 78-into1-14-indiameter-αseis = 075 See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
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Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
84 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 41 - Steel design strength for Hilti HAS threaded rods 3
Nominal anchor
diameterin
HAS-E 5 HAS Super ASTM A193 B7 5 HAS SS AISI 304316 SS 5
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
Tensile1
ϕNsa
lb (kN)
Shear2
ϕVsa
lb (kN) αseisV4
383655 1685
077265 3150
075040 2325
07(163) (75) (323) (140) (224) (103)
126690 3705
0713300 6915
079225 5110
07(298) (165) (592) (308) (410) (227)
5810650 5900
0721190 11020
0714690 8135
07(474) (262) (943) (490) (653) (362)
3415765 8730
0731360 16305
0718480 10235
07(701) (388) (1395) (725) (822) (455)
7821755 12050
0743285 22505
0725510 14125
07(968) (536) (1925) (1001) (1135) (628)
128540 15805
0756785 29525
0733465 18535
07(1270) (703) (2526) (1313) (1489) (824)
1-1445670 25295
0790850 47240
0753540 29655
07(2031) (1125) (4041) (2101) (2382) (1319)
1Tensile=ϕAseN futa as noted in ACI 318 Appendix D2Shear=ϕ060AseN futa as noted in ACI 318 Appendix D3 See section 3173 to convert design strength (factored resistance) value to ASD value4 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications5HASSuperrodsareconsideredductilesteelelementsHASstandard-EandHASSSrodsareconsideredbrittlesteelelements
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 87
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
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1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 42 - Load adjustment factors for 38-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 037 030 022 013 na na na na 023 007 005 003 044 014 011 006 na na na na1-78 (48) 059 059 057 054 038 031 023 013 057 053 053 052 025 008 006 004 038 016 012 007 na na na na
2 (51) 060 060 057 054 040 032 023 014 057 053 053 052 028 009 006 004 040 017 013 008 na na na na3 (76) 065 065 061 057 051 039 028 017 061 055 054 053 051 016 012 007 051 032 024 014 na na na na
1-34 (44) na na na na 054 054 049 043 na na na na 025 009 007 004 049 018 014 008 na na na na1-78 (48) 059 059 057 054 055 055 050 044 057 054 053 052 027 010 008 005 055 020 015 009 na na na na
2 (51) 060 060 057 054 057 057 051 044 057 054 053 052 030 011 008 005 060 022 017 010 na na na na3 (76) 065 065 061 057 069 069 060 049 061 056 055 053 055 020 015 009 088 041 030 018 na na na na
3-58 (92) 068 068 063 058 078 078 066 053 064 057 056 054 073 027 020 012 100 054 041 024 074 na na na4 (102) 069 069 065 059 083 083 070 055 065 058 056 055 085 031 023 014 063 047 028 077 na na na
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
86 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 44 - Load adjustment factors for 12-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 034 026 020 011 na na na na 010 005 003 002 021 011 007 004 na na na na2-12 (64) 059 059 057 054 040 030 022 013 055 053 053 052 018 009 006 004 035 018 012 007 na na na na
3 (76) 061 061 058 055 045 032 024 014 056 054 053 052 023 012 008 005 045 024 015 009 na na na na4 (102) 065 065 061 057 056 038 028 016 058 055 054 053 036 018 012 007 056 037 024 014 058 na na na5 (127) 068 068 064 058 069 043 032 019 060 057 055 054 050 026 017 010 069 043 033 020 065 na na na
1-34 (44) na na na na 049 049 045 041 na na na na 010 006 004 003 021 012 009 005 na na na na2-12 (64) 059 059 057 054 055 055 050 044 055 054 053 052 018 010 007 004 035 020 015 009 na na na na
3 (76) 061 061 058 055 060 060 053 046 056 054 054 053 023 013 010 006 047 026 020 012 na na na na4 (102) 065 065 061 057 069 069 060 049 058 056 055 053 036 020 015 009 072 040 030 018 058 na na na5 (127) 068 068 064 058 079 079 067 053 061 057 056 054 050 028 021 013 100 056 042 025 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
328
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 91
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
92 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 93
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 46 - Load adjustment factors for 58-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 025 018 011 na na na na 009 004 003 001 019 008 006 003 na na na na3-18 (79) 059 059 057 054 044 030 022 013 056 054 053 052 022 010 007 004 044 020 013 007 na na na na
4 (102) 062 062 059 055 052 033 025 014 058 055 053 052 032 015 010 005 052 029 019 010 na na na na4-58 (117) 063 063 060 056 059 036 027 016 059 055 054 053 040 018 012 006 059 036 024 013 060 na na na
1-34 (44) na na na na 046 046 043 040 na na na na 009 004 003 002 019 009 006 004 na na na na3-18 (79) 059 059 057 054 055 055 050 044 056 054 053 052 022 010 007 004 045 020 015 009 na na na na
4 (102) 062 062 059 055 062 062 055 046 058 055 054 053 033 015 011 006 065 030 022 013 na na na na4-58 (117) 063 063 060 056 066 066 058 048 059 055 054 053 040 018 013 008 081 037 027 016 060 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 89
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 91
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
88 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 48 - Load adjustment factors for 34-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 033 024 018 010 na na na na 009 003 002 001 017 007 005 002 na na na na3-34 (95) 059 059 057 054 049 030 022 013 057 054 053 052 027 011 007 003 049 022 014 007 na na na na
4 (102) 060 060 057 054 051 031 023 013 057 054 053 052 029 012 008 004 051 024 016 008 na na na na5 (127) 062 062 059 056 060 034 025 015 059 055 054 052 041 017 011 005 060 033 022 011 na na na na
1-34 (44) na na na na 044 044 042 039 na na na na 009 003 002 001 017 007 005 003 na na na na3-34 (95) 059 059 057 054 055 055 050 044 057 054 053 052 027 011 007 004 054 022 015 009 na na na na
4 (102) 060 060 057 054 057 057 051 044 057 054 053 052 030 012 008 005 059 024 016 010 na na na na5 (127) 062 062 059 056 063 063 056 047 059 055 054 053 041 017 011 007 083 034 022 013 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
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Table 50 - Load adjustment factors for 78-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 023 017 010 na na na na 009 003 002 001 018 005 004 002 na na na na4-38 (111) 059 059 057 054 055 030 022 013 058 054 053 052 035 011 007 003 060 022 014 007 na na na na
5 (127) 060 060 058 055 058 032 023 014 059 054 053 052 043 013 009 004 066 027 017 008 na na na na5-12 (140) 061 061 059 055 061 033 024 014 060 055 054 052 050 015 010 005 072 031 020 009 065 na na na
1-34 (44) na na na na 043 043 041 038 na na na na 009 003 002 001 018 006 004 002 na na na na4-38 (111) 059 059 057 054 055 055 050 044 058 054 053 052 036 011 008 005 071 022 016 010 na na na na
5 (127) 060 060 058 055 058 058 052 045 060 054 054 053 043 013 010 006 087 027 019 012 na na na na5-12 (140) 061 061 059 055 061 061 054 046 061 055 054 053 050 015 011 007 100 031 022 013 065 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 91
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323
Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
92 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
90 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Table 52 - Load adjustment factors for 1-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 036 022 017 010 na na na na 008 002 001 001 015 005 003 001 na na na na5 (127) 059 059 057 054 055 030 022 013 059 054 053 052 037 011 007 003 061 022 014 007 na na na na6 (152) 061 061 058 055 060 032 024 014 060 055 053 052 048 014 009 004 070 029 019 009 na na na na
1-34 (44) na na na na 042 042 040 038 na na na na 008 002 002 001 015 005 003 002 na na na na5 (127) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 015 009 na na na na6 (152) 061 061 058 055 060 060 053 046 060 055 054 053 049 014 010 006 097 029 019 012 na na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
92 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 93
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
94 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 95
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 97
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 91
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Table 54 - Load adjustment factors for 1-14-in diameter threaded rods in uncracked concrete123
1-34 (44) na na na na 035 023 016 009 na na na na 005 002 001 001 011 003 002 002 na na na na6-14 (159) 059 059 057 054 055 031 022 013 059 054 053 052 037 011 007 003 063 022 014 007 na na na na
7 (178) 060 060 058 055 058 033 023 014 060 054 053 052 043 013 008 004 069 026 017 008 na na na na8 (203) 062 062 059 055 062 035 025 014 061 055 054 052 053 016 010 005 078 031 020 010 066 na na na9 (229) 063 063 060 056 065 037 026 015 062 055 054 052 063 019 012 006 087 037 024 011 070 na na na
1-34 (44) na na na na 040 040 039 037 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 059 059 057 054 055 055 050 044 059 054 053 052 037 011 007 004 074 022 014 008 na na na na
7 (178) 060 060 058 055 058 058 052 045 060 054 053 052 044 013 008 005 088 026 017 009 na na na na8 (203) 062 062 059 055 062 062 055 046 061 055 054 052 054 016 010 006 100 032 021 011 066 na na na9 (229) 063 063 060 056 065 065 057 048 062 055 054 053 064 019 012 007 038 025 014 070 na na na
1 Linear interpolation not permitted2Shadedareawithreducededgedistanceispermittedprovidedtheinstallationtorqueisreducedto030Tmaxfor5dlesle16-inandto05Tmax for s gt 16-in3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
92 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 93
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
94 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 95
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323
3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 97
328
325
326
327
324
324
324
323
Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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32334 HIT-HY 200 with HIS-N Inserts
HIS-N internally threaded insert specifications38-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 711 ksi (490 MPa) and a minimum yield strength of 595 ksi (410 MPa)12- 58- and 34-in HIS-N is manufactured from 11MnPb30+C carbon steel conforming to DIN 10277-3 with a minimum tensile strength of 667 ksi (460 MPa) and a minimum yield strength of 544 ksi (375 MPa)HIS-RNismanufacturedfromX5CrNiMo17122K700stainlesssteelconformingtoDINEN10088-3withaminimumtensilestrength of 1015 ksi (700 MPa) and a minimum yield strength of 508 ksi (350 MPa)
38-16 UNC 12-13 UNC 58-11 UNC 34-10 UNCOutside diameter of insert in 065 081 100 109Nominal bit diameter do in 1116 78 1-18 1-14
Effectiveembedment hef
in 4-38 5 6-34 8-18(mm) (110) (125) (170) (205)
Thread engagementminimum
hs
in 38 12 58 34maximum in 1516 1-316 1-12 1-78
Installationtorque Tinst
ft-lb 15 30 60 100(Nm) (20) (40) (81) (136)
Concrete thickness hmin
in 59 67 91 106(mm) (150) (170) (230) (270)
Table 56 - HIS-N and HIS-RN specifications
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
94 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 95
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
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Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 93
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Table 57 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 12345678
Table 58 - Hilti HIT-HY 200 adhesive design strength with concrete bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 123456789
1 See section 317 for explanation on development of load values2 See section 3173 to convert design strength (factored resistance) value to ASD value3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted4 Apply spacing edge distance and concrete thickness factors in tables 60 - 61 as necessary Compare to the steel values in table 59
The lesser of the values is to be used for the design5 Data is for temperature range A Max short term temperature = 104deg F (40deg C) max long term temperature = 75deg F (24deg C) FortemperaturerangeBMaxshorttermtemperature=176degF(80degC)maxlongtermtemperature=122degF(50degC)multiplyabovevalueby080 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 070 Short-term elevated concrete temperatures are those that occur over brief intervals eg as a result of diurnal cycling Long term concrete temperatures are roughly constant oversignificantperiodsoftime
6 Tabular values are for dry concrete conditions For water saturated concrete multiply design strength (factored resistance) by 0857 Tabular values are for short term loads only For sustained loads including overhead use see section 31758TabularvaluesarefornormalweightconcreteonlyForlightweightconcretemultiplydesignstrength(factoredresistance)byλa as follows Forsand-lightweightλa=051Forall-lightweightλa = 045
9TabularvaluesareforstaticloadsonlyForseismicloadsmultiplycrackedconcretetabularvaluesbyαseis = 060 See section 3174 for additional information on seismic applications
Table 59 - Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 12
Threadsize
ACI318AppendixDBasedDesign
ASTMA193B7 ASTMA193GradeB8Mstainless steel
Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5Tensile3
ϕNsalb (kN)
Shear 4ϕVsa
lb (kN)αseisV
5
38-16 UNC6300 3490
075540 3070
07(280) (155) (246) (137)
12-13 UNC11530 6385
0710145 5620
07(513) (284) (451) (250)
58-11 UNC18365 10170
0716160 8950
07(817) (452) (719) (398)
34-10 UNC27180 15055
0723915 13245
07(1209) (670) (1064) (589)
1 See section 3173 to convert design strength (factored resistance) value to ASD value2 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements3Tensile=ϕAseN futa as noted in ACI 318 Appendix D4ShearvaluesdeterminedbystaticsheartestswithϕVsaleϕ060AseV futa as noted in ACI 318 Appendix D5 Reduction factor for seismic shear only See section 3174 for additional information on seismic applications
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
94 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 95
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 97
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
94 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
1 Linear interpolation not permitted2 Shadedareawithreducededgedistanceispermittedprovidedrebarhasnoinstallationtorque3 When combining multiple load adjustment factors (eg for a four-anchor pattern in a corner with thin concrete member) the design can become very
conservativeTooptimizethedesignuseHiltiPROFISAnchorDesignsoftwareorperformanchorcalculationusingdesignequationsfromACI318AppendixD4 Spacing factor reduction in shear ƒAVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒAV = ƒAN5 Concrete thickness reduction factor in shear ƒHVassumesaninfluenceofanearbyedgeIfnoedgeexiststhenƒHV = 10
Table 60 - Load adjustment factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete123
m) 3-14 (83) 059 na na na 035 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 061 059 na na 039 038 na na 056 055 na na 021 019 na na 039 038 na na na na na na5 (127) 064 061 059 na 045 043 037 na 057 057 055 na 029 026 017 na 045 043 033 na na na na na
m) 3-14 (83) 059 na na na 055 na na na 055 na na na 016 na na na 031 na na na na na na na
4 (102) 061 059 na na 060 055 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 064 061 059 na 068 061 055 na 057 057 055 na 030 026 017 na 059 053 034 na na na na na
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 95
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3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 97
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Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
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324
323
3234 Installation instructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded online atwwwushilticom(US)andwwwhiltica(Canada)BecauseofthepossibilityofchangesalwaysverifythatdownloadedIFUarecurrentwhenusedProperinstallationiscriticaltoachievefullperformanceTrainingisavailableonrequestContactHiltiTechnical Services for applications and conditions not addressed in the IFU
Figure 14 - HIT-HY 200 adhesive cure time and working time Resistance of cured Hilti HIT-HY 200 to chemicals
Samples of the HIT-HY 200 adhesive were immersed in the various chemical compounds for up to one year At the end of the test period the samples were analyzed Any samples showing no visible damage and having less than a 25 reduction in bending (flexural) strength were classified as ldquoResistantrdquo Samples that had slight damage such as small cracks chips etc or reduction in bending strength of 25 or more were classified as ldquoLimited Resistancerdquo (ie exposed for 48 hours or less until chemical is cleaned up) Samples that were heavily damaged or destroyed were classified as ldquoNon-Resistantrdquo
Note In actual use the majority of the adhesive is encased in the base material leaving very little surface area exposed
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 97
328
325
326
327
324
324
324
323
Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
328
325
326
327
324
324
324
323
Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
96 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT-Z anchor rodDescription Bit dia (in) Min embed (in) Qty
HIT-Z 38 x 4 38 716 2-38 40HIT-Z 38 x 5 18 716 2-38 40HIT-Z 38 x 6 38 716 2-38 40HIT-Z 12 x 4 12 916 2-34 20HIT-Z 12 x 6 frac12 916 2-34 20HIT-Z 12 x 8 916 2-34 20 HIT-Z 58 x 6 34 3-34 12HIT-Z 58 x 8 34 3-34 12HIT-Z 58 x 9 12 34 3-34 12HIT-Z 34 x 8 12 78 4 6HIT-Z 34 x 9 frac34 78 4 6
HIT-HY 200-A (accelerated working time)Description Package contents Qty
HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1
TE-CD Hollow Drill BitsOrder Description Working length (in)
Hollow Drill Bit TE-CD 12-13 8Hollow Drill Bit TE-CD 916-14 9-12Hollow Drill Bit TE-CD 58-14 9-12Hollow Drill Bit TE-CD 34-14 9-12Hollow Drill Bit TE-CD 16-A (Replacement collar)
TE-YD Hollow Drill BitsOrder Description Working Length (in)
Hollow Drill Bit TE-YD 34-24 15-12Hollow Drill Bit TE-YD 78-24 15-12Hollow Drill Bit TE-YD 1-24 15-12Hollow Drill Bit TE-YD 1 18-24 15-12 Hollow Drill Bit TE-YD 25-A (Replacement collar)
3235 Ordering information
HIT-HY 200-A HIT-HY 200-R
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 97
328
325
326
327
324
324
324
323
Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
328
325
326
327
324
324
324
323
Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 97
328
325
326
327
324
324
324
323
Threaded anchors for Hilti chemical anchor systems1
HAS-E Rods 58 steel HAS Super A193 B7 high strength steel HAS-R 304 stainless steel HAS-R 316 stainless steel
38 x 4-14 1 1012 x 5 1-316 558 x 6-58 1-12 534 x 8-14 2 5
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length
E=ISO898Class58Steel
B=ASTMA193GradeB7Steel
R1 = AISI 304 Stainless Steel
R2 = AISI 316 Stainless Steel
1 All dimensions in inches
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
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Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
98 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Accessories mdash DispensersBattery Powered
Description
HDE 500-A18 Compact Battery Dispenser Kit1 Includesdispenser(2)compactB1816-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Industrial Battery Dispenser Kit1 Includesdispenser(2)industrialB1833-AhLi-IonbatteriesC436batterychargerblackandredcartridge holders in a soft bag
+ + HDE 500-A18 Battery Dispenser Tool Body1 Includes black and red cartridge holders
Battery Charger C 436 Li-Ion 115V UsewithallB144B18batteriesorB36batteriesBattery Compact 18 16-Ah Li-IonBattery Industrial B 18 33-Ah Li-IonHDE 500-A18 Hard Case
ManualDescription
MD 1000 Manual Dispenser1 ForHITICE
HDM 500 Manual Dispenser with black foil pack holder Forusewith111floz330mland169floz500mlfoilpacksofHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500RE500-SDHIT-HY10PLUSHIT-HY70
HDM 500 Manual Dispenser with red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHY200-AandHY200-R
HDM 500 Manual Dispenser with black and red foil pack holder Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-A HIT-HY200-RHIT-HY150MAXHIT-HY150MAX-SDHIT-RE500HIT-RE500-SD HIT-HY 10 PLUS and HIT-HY 70 + +
HIT-CB 500 black cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpacksorHIT-HY150MAX HIT-HY150MAX-SDHIT-RE500HIT-RE500-SDHIT-HY10PLUSandHIT-HY70HIT-CR 500 red cartridge (foil pack) holder replacement Forusewith111floz330mland169floz500mlfoilpackadhesivesHIT-HY200-AandHIT-HY200-RHDM 500 Hard Case Only no tool
Pneumatic with 14 female compressed air coupling
Description
P 3500 Pneumatic Dispenser1 ForusewithHIT111floz330mland169floz500mlfoilpack
P 3500 Cartridge (black foil pack) holder replacement For use with the P 3500 Pneumatic Dispenser and HIT-HY 150 MAX-SD HIT-HY 150 MAX HIT-RE500-SDHIT-RE500HIT-HY70andHIT-HY10PLUS
1 Dispensers not compatible with HIT-HY 200 Adhesive Anchor System
Color coded cartridge holders with the same quality dispenser With the introduction of HIT-HY 200 and Safe Settrade Technology Hilti has introduced a new chemistry with a 51 ratio All other Hilti adhesive anchor system have a 31 mix ratioThenewtechnologyallowsforbetterperformanceandboththeHDM500ManualDispensersandHDE500-A18BatteryDispenser can accept both cartridge ratios Simply change out the cartridge holder and you can use the dispenser on any jobsite with any Hilti foil pack adhesive
Red Black
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
328
325
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327
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324
324
323
Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 323
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 99
328
325
326
327
324
324
324
323
Hilti HIT Profi Accessories for blowing out drilled holesDescription Diameter in Length ft Qty
Blow-Out Pump For use in holes up to 10 in deep
1
Blow-Out Tool G 14 NPT InletFor use in holes up to 11 in deep Forholesdeeperthan11inuseBlow-OutToolplusthe following extensions
1
Extension hose for blow-out tool HIT-DL 1008 039 26 1Extension hose for blow-out tool HIT-DL 1608 071 26 1 38 Claw-type Quick Connect HIT-DL A 1Extension hose for HIT-DL A HIT-DL V101 039 33 1 Extension tube HIT-DL B (Rigidbent) 063 5Extension tube HIT-VL 1607 (Rigidstraight) 063 23 10Coupler for blowing extensions HIT-DL KMetal coupler for splicing 16 mm extension hose
063 10
Extension hose HIT-VL 16 (Flexible) 063 33 1HIT-DRS Dust Removal System with one hole for vacuum attachmentandanotherholefortheBlow-OutToolForuse with compressed air
1
Air nozzlesAttach to extension end for proper hole cleaning1
Description Qty
HIT-DL 12Use with 10 mm diameter hose
1
HIT-DL 916Use with 10 mm diameter hose
1
HIT-DL 1116Use with 10 mm diameter hose
1
HIT-DL 34Use with 16 mm diameter hosetube
1
HIT-DL 78Use with 16 mm diameter hosetube
1
HIT-DL 1Use with 16 mm diameter hosetube
1
HIT-DL 1-38Use with 16 mm diameter hosetube
1
1 HIT-DL size determined by the diameter of drilled hole see Accessory Selection Table below for proper sizing
Also avaliable in
metric
Hole diameter1 Description Description Use with hose dia Description
716 HIT-RB 716 - -12 HIT-RB 12 HIT-IP 12 9 mm HIT-DL 12916 HIT-RB 916 HIT-IP 916 9 mm HIT-DL 91658 HIT-RB 58 HIT-IP 58 9 mm -1116 HIT-RB 1116 HIT-IP 1116 9 mm HIT-DL 111634 HIT-RB 34 HIT-IP 34 16 mm HIT-DL 3478 HIT-RB 78 HIT-IP 78 16 mm HIT-DL 781 HIT-RB 1 HIT-IP 1 16 mm HIT-DL 11-18 HIT-RB 1 18 HIT-IP 1 18 16 mm -1-14 HIT-RB 1 14 HIT-IP 1 14 16 mm -1- 38 HIT-RB 1 38 HIT-IP 1 38 16 mm HIT-DL 1 381-12 HIT-RB 1 12 HIT-IP 1 12 16 mm -1-34 HIT-RB 1 34 HIT-IP 1 34 16 mm -
1 Refer to adhesive anchor system installation instructions to determine the proper hole diameter for the fastening element to be used2 AttachbrushtoHIT-RBHT-handleHIT-RBSorHIT-RBVextensions3 Use piston plugs to help prevent air voids during injection
Round brush2 Piston plug (10 pack)3 Air nozzle
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
323 HIT-HY 200 Adhesive Anchoring System
100 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014
Hilti HIT Profi Accessories for brushing drilled holesManual brush handle for round steel brush
Description Qty
HIT-RBH (T-handle)Use to clean holes up to 11 in deep
1
Manual brush extension for round steel brush Description Qty
HIT-RBV 11 in extension for HIT-RBH (T-handle) 1
Holders for brush extension RBSConnectsRBSextensiontoyourHiltidrillforuseincleaningholes
Description Qty
TE-Y SDS Max connection 1TE-C SDS + Connection 1
Extensions for round steel brushesDescription Diameter in Length ft Qty
HIT-RBS 1007 039 23 1 HIT-RBS-10035 039 12 1
Hilti HIT Profi Accessories for adhesive injectionExtension hosesFor use in holes deeper than 10 in
Coupler for injection extensionsDescription Diameter in Qty
HIT-VL K Plastic coupler for connecting 16 mm (063 in) hoses and tubes
063 5
Overhead injection accessoriesDescription Hole Diameter in Qty
HIT-OHW overhead wedge 716 to 1-14 100HIT-OHC1 overhead drip guard 716 to 58 10HIT-OHC2 overhead drip guard 1116 to 1-14 10
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101
Adhesive Anchoring Systems
Notes
Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2014 101