SUBMITTAL TRANSMITTAL Date Sent 4/10/2017 Job # 2016913 Project Name 40 Tenth Avenue Transmittal # LOT-2016913-S170 From: Jeremy Behrhorst Cauldwell Wingate Company 380 Lexington Avenue, New York, NY 10168 Phone: 212-983-7150 Fax: 212-983-7275 To: StructureTech NY 90 West Sandford Boulevard, Mount Vernon, NY 10550 CC: Aurora Capital Associates Spec Section: 030000 Submittal Type: Product Data Scope/Area: Distribution: E-Mail w/Links (Merged Copy) Package Company Contact Comments StructureTech NY Submittal listing: Submittal # Doc. # Doc. Date Item Subject Action 25.0 Hilti HIT-HY 100 NR ACTION CODES A Approved B Approved As Noted B1 Resubmit for Record C Revise & Resubmit D Rejected R/NR Reviewed/Not Reviewed REMARKS: Reviewed for Compliance with Contract Documents and Specifications SUBMISSION LINK/RETURN DOCUMENT: 25.0_Hilti HIT-HY 100_Not Reviewed_04.10.17.pdf PDF File 3.18 MB https://portal.cwingate.com/sites/2016913/Submittals/030000/030000s25r0ret193.pdf
36
Embed
SUBMITTAL TRANSMITTAL From - portal.cwingate.com · SUBMITTAL TRANSMITTAL Date Sent 3/6/2017 Job # 2016913 Project Name 40 Tenth Avenue Transmittal # LOT -2016913 -S25 From: …
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
SUBMITTAL TRANSMITTAL
Date Sent 4102017 Job 2016913
Project Name 40 Tenth Avenue
Transmittal LOT-2016913-S170
From
Jeremy Behrhorst
Cauldwell Wingate Company
380 Lexington Avenue New York NY 10168
Phone 212-983-7150 Fax 212-983-7275
To
StructureTech NY
90 West Sandford Boulevard Mount Vernon NY 10550
CC
Aurora Capital Associates
Spec Section 030000 Submittal Type Product Data ScopeArea
Distribution E-Mail wLinks (Merged Copy)
Package Company Contact Comments
StructureTech NY
Submittal listing
Submittal Doc Doc Date Item Subject Action
250 Hilti HIT-HY 100 NR
ACTION CODES
A Approved B Approved As Noted B1 Resubmit for Record
C Revise amp Resubmit D Rejected RNR ReviewedNot Reviewed
REMARKS
Reviewed for Compliance with Contract Documents and Specifications
Location To be used for embed (or missing) anchoring rebar dowels
SUBMITTAL 250 03-06-17
jbehrhorst
410
Shaina Saporta Apr 02 2017
Not for structural applications
x
A - No Exception Taken B - Make Corrections Noted and Proceed with Fabrication Revise and Resubmit for RecordC - Revise and Resubmit and Do Not Proceed with FabricationD - RejectedIncompleteE - Reviewed for Conformance with Contract DocumentsF - Not Reviewed Information OnlyG - Reviewed Information Only
SGA
Date Returned
Date Received
SGA Project Number
Submittal Number
Submittal Description
Refer to Division One and the General Conditions The Architectrsquos review of the Contractorrsquos submission shall not relieve the Contractor of any obligation contained in the Contract Documents The Architectrsquos review shall not constitute approval of means methods or safety procedures The Architectrsquos review of a specific item shall not indicate approval of an assembly of which the item is a component
STUDIOGANGARCHITECTS50 Broad Street Suite 1901 New York NY 10004
T 212-579-1514 15009
250
Hilti HITshyHY 100
3062017
X
BS
4072017
jbehrhorst
410
HIT-HY 100 Adhesive Anchor Technical Supplement
Setting the standard for performance and reliabilityHilti Outperform Outlast
SUBMITTAL 250
03-06-17
jbehrhorst
410
Hilti Outperform Outlast
2 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
The new Hilti HIT-HY 100 Adhesive Anchoring System is the latest addition to the fast cure adhesive anchor portfolio and designed for solid performance in a wide range of applications Designed to utilize the existing Hilti dispenser platform and ICC-ES approved for uncracked concrete this anchor is the perfect complement to the portfolio for day to day jobsite needs
Setting the standard for performance and reliability HIT-HY 100 Adhesive Anchoring System
Hilti Adhesive Anchors mdash every job every application
HY 200 SAFEset HY 200 HY 100 HY 10+
Performance ◼ ICC approved for uncracked concrete
◼ Complete anchor system available including HIT-V HAS-E and HIS rods
◼ Easy and accurate dispensing with battery dispenser
Reliability ◼ Reliable fastenings using the traditional cleaning method (2x2x2)
◼ Tested with wide range of rod diameters and embedments
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
3Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
HIT-HY 100 Hybrid Adhesive Features and Applications
4 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
10 Product Description
20 Technical Data
ListingsApprovalsICC-ES (International Code Council) ESR-3574
NSFANSI Standard 61 Certification for use of HIT-HY 100 in potable water
The Leadership in Energy and Environmental Design (LEED) Green Building Rating systemtrade is the nationally accepted benchmark for the design construction and operation of high performance green buildings
10 Product Description
The Hilti HIT-HY 100 Adhesive Anchoring System is used to resist static wind or earthquake (Seismic Design Categories A and B only) tension and shear loads in normal-weight concrete having a compressive strength f´c of 2500 psi to 8500 psi (172 MPa to 586 MPa) It is suitable to be used in uncracked concrete as defined per ICC-ES ACI and CSA
Hilti HIT-HY 100 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
Elements that are suitable for use with this system are as follows threaded steel rods Hilti HIS-(R)N steel internally threaded inserts and steel reinforcing bars
Hilti HIT-HY 100 Adhesive Technical Data Table of Contents
Information on Working Time and Cure Time on page 30 Information on Resistance of Cured Hilti HIT-HY 100 to Chemicals on page 30
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
SUBMITTAL TRANSMITTAL
Date Sent 362017 Job 2016913
Project Name 40 Tenth Avenue
Transmittal LOT-2016913-S25
From
Jeremy Behrhorst
Cauldwell Wingate Company
380 Lexington Avenue New York NY 10168
Phone 212-983-7150 Fax 212-983-7275
To
Studio Gang Architects
50 Broad Street Suite 1901 New York NY 10004
CC
Aurora Capital Associates
PLEASE REVIEW AND RETURN BY 031617
return priority Standard
nmlkji Critical nmlkji
Spec Section 030000 Submittal Type Product Data ScopeArea
Distribution E-Mail wLinks (Merged Copy)
Package Company Contact Comments
Studio Gang Architects
Submittal listing
Submittal Doc Doc Date Item Subject Action
250 Hilti HIT-HY 100 For Approval
REMARKS
Reviewed for Compliance with Contract Documents and Specifications
SUBMISSION LINKRETURN DOCUMENT
250_Hilti HIT-HY 100_For Approval_031617pdf PDF File 211 MB
Location To be used for embed (or missing) anchoring rebar dowels
SUBMITTAL 250 03-06-17
jbehrhorst
410
Shaina Saporta Apr 02 2017
Not for structural applications
x
A - No Exception Taken B - Make Corrections Noted and Proceed with Fabrication Revise and Resubmit for RecordC - Revise and Resubmit and Do Not Proceed with FabricationD - RejectedIncompleteE - Reviewed for Conformance with Contract DocumentsF - Not Reviewed Information OnlyG - Reviewed Information Only
SGA
Date Returned
Date Received
SGA Project Number
Submittal Number
Submittal Description
Refer to Division One and the General Conditions The Architectrsquos review of the Contractorrsquos submission shall not relieve the Contractor of any obligation contained in the Contract Documents The Architectrsquos review shall not constitute approval of means methods or safety procedures The Architectrsquos review of a specific item shall not indicate approval of an assembly of which the item is a component
STUDIOGANGARCHITECTS50 Broad Street Suite 1901 New York NY 10004
T 212-579-1514 15009
250
Hilti HITshyHY 100
3062017
X
BS
4072017
jbehrhorst
410
HIT-HY 100 Adhesive Anchor Technical Supplement
Setting the standard for performance and reliabilityHilti Outperform Outlast
SUBMITTAL 250
03-06-17
jbehrhorst
410
Hilti Outperform Outlast
2 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
The new Hilti HIT-HY 100 Adhesive Anchoring System is the latest addition to the fast cure adhesive anchor portfolio and designed for solid performance in a wide range of applications Designed to utilize the existing Hilti dispenser platform and ICC-ES approved for uncracked concrete this anchor is the perfect complement to the portfolio for day to day jobsite needs
Setting the standard for performance and reliability HIT-HY 100 Adhesive Anchoring System
Hilti Adhesive Anchors mdash every job every application
HY 200 SAFEset HY 200 HY 100 HY 10+
Performance ◼ ICC approved for uncracked concrete
◼ Complete anchor system available including HIT-V HAS-E and HIS rods
◼ Easy and accurate dispensing with battery dispenser
Reliability ◼ Reliable fastenings using the traditional cleaning method (2x2x2)
◼ Tested with wide range of rod diameters and embedments
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
3Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
HIT-HY 100 Hybrid Adhesive Features and Applications
4 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
10 Product Description
20 Technical Data
ListingsApprovalsICC-ES (International Code Council) ESR-3574
NSFANSI Standard 61 Certification for use of HIT-HY 100 in potable water
The Leadership in Energy and Environmental Design (LEED) Green Building Rating systemtrade is the nationally accepted benchmark for the design construction and operation of high performance green buildings
10 Product Description
The Hilti HIT-HY 100 Adhesive Anchoring System is used to resist static wind or earthquake (Seismic Design Categories A and B only) tension and shear loads in normal-weight concrete having a compressive strength f´c of 2500 psi to 8500 psi (172 MPa to 586 MPa) It is suitable to be used in uncracked concrete as defined per ICC-ES ACI and CSA
Hilti HIT-HY 100 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
Elements that are suitable for use with this system are as follows threaded steel rods Hilti HIS-(R)N steel internally threaded inserts and steel reinforcing bars
Hilti HIT-HY 100 Adhesive Technical Data Table of Contents
Information on Working Time and Cure Time on page 30 Information on Resistance of Cured Hilti HIT-HY 100 to Chemicals on page 30
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
SUBMITTALTo Jeremy Behrhorst Date 021517
Company Cauldwell Wingate Job J0368
From Tom Wang Submittal 033000-17-C-9
Re 40 10th Ave Foundation
HILTI HIT-HY 100
Stamp by Engineer
Stamp by Architect
Signed TW Date 021517
StructureTech NY
Signed Date
Cauldwell Wingate
Location To be used for embed (or missing) anchoring rebar dowels
SUBMITTAL 250 03-06-17
jbehrhorst
410
Shaina Saporta Apr 02 2017
Not for structural applications
x
A - No Exception Taken B - Make Corrections Noted and Proceed with Fabrication Revise and Resubmit for RecordC - Revise and Resubmit and Do Not Proceed with FabricationD - RejectedIncompleteE - Reviewed for Conformance with Contract DocumentsF - Not Reviewed Information OnlyG - Reviewed Information Only
SGA
Date Returned
Date Received
SGA Project Number
Submittal Number
Submittal Description
Refer to Division One and the General Conditions The Architectrsquos review of the Contractorrsquos submission shall not relieve the Contractor of any obligation contained in the Contract Documents The Architectrsquos review shall not constitute approval of means methods or safety procedures The Architectrsquos review of a specific item shall not indicate approval of an assembly of which the item is a component
STUDIOGANGARCHITECTS50 Broad Street Suite 1901 New York NY 10004
T 212-579-1514 15009
250
Hilti HITshyHY 100
3062017
X
BS
4072017
jbehrhorst
410
HIT-HY 100 Adhesive Anchor Technical Supplement
Setting the standard for performance and reliabilityHilti Outperform Outlast
SUBMITTAL 250
03-06-17
jbehrhorst
410
Hilti Outperform Outlast
2 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
The new Hilti HIT-HY 100 Adhesive Anchoring System is the latest addition to the fast cure adhesive anchor portfolio and designed for solid performance in a wide range of applications Designed to utilize the existing Hilti dispenser platform and ICC-ES approved for uncracked concrete this anchor is the perfect complement to the portfolio for day to day jobsite needs
Setting the standard for performance and reliability HIT-HY 100 Adhesive Anchoring System
Hilti Adhesive Anchors mdash every job every application
HY 200 SAFEset HY 200 HY 100 HY 10+
Performance ◼ ICC approved for uncracked concrete
◼ Complete anchor system available including HIT-V HAS-E and HIS rods
◼ Easy and accurate dispensing with battery dispenser
Reliability ◼ Reliable fastenings using the traditional cleaning method (2x2x2)
◼ Tested with wide range of rod diameters and embedments
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
3Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
HIT-HY 100 Hybrid Adhesive Features and Applications
4 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
10 Product Description
20 Technical Data
ListingsApprovalsICC-ES (International Code Council) ESR-3574
NSFANSI Standard 61 Certification for use of HIT-HY 100 in potable water
The Leadership in Energy and Environmental Design (LEED) Green Building Rating systemtrade is the nationally accepted benchmark for the design construction and operation of high performance green buildings
10 Product Description
The Hilti HIT-HY 100 Adhesive Anchoring System is used to resist static wind or earthquake (Seismic Design Categories A and B only) tension and shear loads in normal-weight concrete having a compressive strength f´c of 2500 psi to 8500 psi (172 MPa to 586 MPa) It is suitable to be used in uncracked concrete as defined per ICC-ES ACI and CSA
Hilti HIT-HY 100 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
Elements that are suitable for use with this system are as follows threaded steel rods Hilti HIS-(R)N steel internally threaded inserts and steel reinforcing bars
Hilti HIT-HY 100 Adhesive Technical Data Table of Contents
Information on Working Time and Cure Time on page 30 Information on Resistance of Cured Hilti HIT-HY 100 to Chemicals on page 30
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
Shaina Saporta Apr 02 2017
Not for structural applications
x
A - No Exception Taken B - Make Corrections Noted and Proceed with Fabrication Revise and Resubmit for RecordC - Revise and Resubmit and Do Not Proceed with FabricationD - RejectedIncompleteE - Reviewed for Conformance with Contract DocumentsF - Not Reviewed Information OnlyG - Reviewed Information Only
SGA
Date Returned
Date Received
SGA Project Number
Submittal Number
Submittal Description
Refer to Division One and the General Conditions The Architectrsquos review of the Contractorrsquos submission shall not relieve the Contractor of any obligation contained in the Contract Documents The Architectrsquos review shall not constitute approval of means methods or safety procedures The Architectrsquos review of a specific item shall not indicate approval of an assembly of which the item is a component
STUDIOGANGARCHITECTS50 Broad Street Suite 1901 New York NY 10004
T 212-579-1514 15009
250
Hilti HITshyHY 100
3062017
X
BS
4072017
jbehrhorst
410
HIT-HY 100 Adhesive Anchor Technical Supplement
Setting the standard for performance and reliabilityHilti Outperform Outlast
SUBMITTAL 250
03-06-17
jbehrhorst
410
Hilti Outperform Outlast
2 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
The new Hilti HIT-HY 100 Adhesive Anchoring System is the latest addition to the fast cure adhesive anchor portfolio and designed for solid performance in a wide range of applications Designed to utilize the existing Hilti dispenser platform and ICC-ES approved for uncracked concrete this anchor is the perfect complement to the portfolio for day to day jobsite needs
Setting the standard for performance and reliability HIT-HY 100 Adhesive Anchoring System
Hilti Adhesive Anchors mdash every job every application
HY 200 SAFEset HY 200 HY 100 HY 10+
Performance ◼ ICC approved for uncracked concrete
◼ Complete anchor system available including HIT-V HAS-E and HIS rods
◼ Easy and accurate dispensing with battery dispenser
Reliability ◼ Reliable fastenings using the traditional cleaning method (2x2x2)
◼ Tested with wide range of rod diameters and embedments
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
3Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
HIT-HY 100 Hybrid Adhesive Features and Applications
4 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
10 Product Description
20 Technical Data
ListingsApprovalsICC-ES (International Code Council) ESR-3574
NSFANSI Standard 61 Certification for use of HIT-HY 100 in potable water
The Leadership in Energy and Environmental Design (LEED) Green Building Rating systemtrade is the nationally accepted benchmark for the design construction and operation of high performance green buildings
10 Product Description
The Hilti HIT-HY 100 Adhesive Anchoring System is used to resist static wind or earthquake (Seismic Design Categories A and B only) tension and shear loads in normal-weight concrete having a compressive strength f´c of 2500 psi to 8500 psi (172 MPa to 586 MPa) It is suitable to be used in uncracked concrete as defined per ICC-ES ACI and CSA
Hilti HIT-HY 100 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
Elements that are suitable for use with this system are as follows threaded steel rods Hilti HIS-(R)N steel internally threaded inserts and steel reinforcing bars
Hilti HIT-HY 100 Adhesive Technical Data Table of Contents
Information on Working Time and Cure Time on page 30 Information on Resistance of Cured Hilti HIT-HY 100 to Chemicals on page 30
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchor Technical Supplement
Setting the standard for performance and reliabilityHilti Outperform Outlast
SUBMITTAL 250
03-06-17
jbehrhorst
410
Hilti Outperform Outlast
2 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
The new Hilti HIT-HY 100 Adhesive Anchoring System is the latest addition to the fast cure adhesive anchor portfolio and designed for solid performance in a wide range of applications Designed to utilize the existing Hilti dispenser platform and ICC-ES approved for uncracked concrete this anchor is the perfect complement to the portfolio for day to day jobsite needs
Setting the standard for performance and reliability HIT-HY 100 Adhesive Anchoring System
Hilti Adhesive Anchors mdash every job every application
HY 200 SAFEset HY 200 HY 100 HY 10+
Performance ◼ ICC approved for uncracked concrete
◼ Complete anchor system available including HIT-V HAS-E and HIS rods
◼ Easy and accurate dispensing with battery dispenser
Reliability ◼ Reliable fastenings using the traditional cleaning method (2x2x2)
◼ Tested with wide range of rod diameters and embedments
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
3Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
HIT-HY 100 Hybrid Adhesive Features and Applications
4 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
10 Product Description
20 Technical Data
ListingsApprovalsICC-ES (International Code Council) ESR-3574
NSFANSI Standard 61 Certification for use of HIT-HY 100 in potable water
The Leadership in Energy and Environmental Design (LEED) Green Building Rating systemtrade is the nationally accepted benchmark for the design construction and operation of high performance green buildings
10 Product Description
The Hilti HIT-HY 100 Adhesive Anchoring System is used to resist static wind or earthquake (Seismic Design Categories A and B only) tension and shear loads in normal-weight concrete having a compressive strength f´c of 2500 psi to 8500 psi (172 MPa to 586 MPa) It is suitable to be used in uncracked concrete as defined per ICC-ES ACI and CSA
Hilti HIT-HY 100 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
Elements that are suitable for use with this system are as follows threaded steel rods Hilti HIS-(R)N steel internally threaded inserts and steel reinforcing bars
Hilti HIT-HY 100 Adhesive Technical Data Table of Contents
Information on Working Time and Cure Time on page 30 Information on Resistance of Cured Hilti HIT-HY 100 to Chemicals on page 30
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
Hilti Outperform Outlast
2 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
The new Hilti HIT-HY 100 Adhesive Anchoring System is the latest addition to the fast cure adhesive anchor portfolio and designed for solid performance in a wide range of applications Designed to utilize the existing Hilti dispenser platform and ICC-ES approved for uncracked concrete this anchor is the perfect complement to the portfolio for day to day jobsite needs
Setting the standard for performance and reliability HIT-HY 100 Adhesive Anchoring System
Hilti Adhesive Anchors mdash every job every application
HY 200 SAFEset HY 200 HY 100 HY 10+
Performance ◼ ICC approved for uncracked concrete
◼ Complete anchor system available including HIT-V HAS-E and HIS rods
◼ Easy and accurate dispensing with battery dispenser
Reliability ◼ Reliable fastenings using the traditional cleaning method (2x2x2)
◼ Tested with wide range of rod diameters and embedments
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
3Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
HIT-HY 100 Hybrid Adhesive Features and Applications
4 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
10 Product Description
20 Technical Data
ListingsApprovalsICC-ES (International Code Council) ESR-3574
NSFANSI Standard 61 Certification for use of HIT-HY 100 in potable water
The Leadership in Energy and Environmental Design (LEED) Green Building Rating systemtrade is the nationally accepted benchmark for the design construction and operation of high performance green buildings
10 Product Description
The Hilti HIT-HY 100 Adhesive Anchoring System is used to resist static wind or earthquake (Seismic Design Categories A and B only) tension and shear loads in normal-weight concrete having a compressive strength f´c of 2500 psi to 8500 psi (172 MPa to 586 MPa) It is suitable to be used in uncracked concrete as defined per ICC-ES ACI and CSA
Hilti HIT-HY 100 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
Elements that are suitable for use with this system are as follows threaded steel rods Hilti HIS-(R)N steel internally threaded inserts and steel reinforcing bars
Hilti HIT-HY 100 Adhesive Technical Data Table of Contents
Information on Working Time and Cure Time on page 30 Information on Resistance of Cured Hilti HIT-HY 100 to Chemicals on page 30
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
3Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
HIT-HY 100 Hybrid Adhesive Features and Applications
4 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
10 Product Description
20 Technical Data
ListingsApprovalsICC-ES (International Code Council) ESR-3574
NSFANSI Standard 61 Certification for use of HIT-HY 100 in potable water
The Leadership in Energy and Environmental Design (LEED) Green Building Rating systemtrade is the nationally accepted benchmark for the design construction and operation of high performance green buildings
10 Product Description
The Hilti HIT-HY 100 Adhesive Anchoring System is used to resist static wind or earthquake (Seismic Design Categories A and B only) tension and shear loads in normal-weight concrete having a compressive strength f´c of 2500 psi to 8500 psi (172 MPa to 586 MPa) It is suitable to be used in uncracked concrete as defined per ICC-ES ACI and CSA
Hilti HIT-HY 100 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
Elements that are suitable for use with this system are as follows threaded steel rods Hilti HIS-(R)N steel internally threaded inserts and steel reinforcing bars
Hilti HIT-HY 100 Adhesive Technical Data Table of Contents
Information on Working Time and Cure Time on page 30 Information on Resistance of Cured Hilti HIT-HY 100 to Chemicals on page 30
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
4 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
10 Product Description
20 Technical Data
ListingsApprovalsICC-ES (International Code Council) ESR-3574
NSFANSI Standard 61 Certification for use of HIT-HY 100 in potable water
The Leadership in Energy and Environmental Design (LEED) Green Building Rating systemtrade is the nationally accepted benchmark for the design construction and operation of high performance green buildings
10 Product Description
The Hilti HIT-HY 100 Adhesive Anchoring System is used to resist static wind or earthquake (Seismic Design Categories A and B only) tension and shear loads in normal-weight concrete having a compressive strength f´c of 2500 psi to 8500 psi (172 MPa to 586 MPa) It is suitable to be used in uncracked concrete as defined per ICC-ES ACI and CSA
Hilti HIT-HY 100 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
Elements that are suitable for use with this system are as follows threaded steel rods Hilti HIS-(R)N steel internally threaded inserts and steel reinforcing bars
Hilti HIT-HY 100 Adhesive Technical Data Table of Contents
Information on Working Time and Cure Time on page 30 Information on Resistance of Cured Hilti HIT-HY 100 to Chemicals on page 30
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
5Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
20 Technical Data21 Testing and Product
EvaluationHilti HIT-HY 100 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements (AC308)
Hilti has had Hilti HIT-HY 100 evaluated according to AC308 and has received ESR-3574 from ICC-ES
22 Adhesive Anchor Design Codes
221 United StatesFor post-installed and cast-in anchor systems design calculations are performed according to ACI 318 Appendix D This has been a requirement of the International Building Code (IBC) since 2003 ACI 318-11 Appendix D introduced for the first time specific equations for the design of adhesive anchor systems using threaded rod or rebar Prior to this only post-installed expansion and undercut anchors and cast-in headed studs were recognized
Prior to the publication of ACI 318-11 designers of post-installed adhesive anchor systems used ACI 318-08 Appendix D and Section 33 of AC308 which provides amendments to Appendix D These amendments provide the relevant equations to design a post-installed adhesive anchor
At the time of this publication ESR-3574 for Hilti HIT-HY 100 includes the design provisions for ACI 318-08 and AC308 Section 33
222 CanadaCSA A233-04 Annex D provides the required limit states design equations for post-installed mechanical anchors and for cast-in headed studs At the time of this publication Annex D which is a non-mandatory part of the Canadian code does not address adhesive anchor design or test criteria
Since Annex D does not provide guidance for the design of adhesive anchor systems it is the position of Hilti that the design provisions of ACI 318-11 Appendix D can be used for the design of Hilti HIT-HY 100 in Canada The foundations of a proper adhesive anchor design are now well established through ACI 318-11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard
23 Design of Hilti HIT-HY 100 Adhesive Anchor System
231 Using technical data in ESR-3574
Technical data for the system components of Hilti HIT-HY 100 can be found in ICC-ES ESR-3574 This includes
bull Hilti HIT-HY 100 adhesive
bull Standard threaded rods and rebar
bull Hilti HIS-(R)N internally threaded inserts
A designer can use the data in ESR-3574 to calculate the capacity of the Hilti HIT-HY 100 system in the following manner
bull For standard threaded rods rebar and the Hilti HIS-(R)Ninternally threaded inserts a design using either ACI 318-11Appendix D or ACI 318-08 Appendix D and AC308 Section33 amendments to ACI 318 would be appropriate
The tables from ESR-3574 are not included in this supplement but can be found by downloading ESR-3574 from wwwushilticom or on the ICC-ES website at wwwicc-esorg or by contacting your local Hilti representative
232 Using the New Hilti Simplified Design Tables
In lieu of providing a copy of ESR-3574 design tables in this supplement Hilti is providing a new simple approach for designing an anchor according to the current codes described in Section 22 Refer to Section 24 for a description of these new innovative tables
24 Hilti Simplified Design TablesThe Hilti Simplified Design Tables is not a new ldquomethodrdquo of designing an anchor that is different than the provisions of ACI 318 Appendix D or CSA A233 Annex D Rather it is a series of pre-calculated tables and reduction factors meant to help the designer create a quick calculation of the capacity of the Hilti anchor system and still be compliant with the codes and criteria of ACI and CSA
The Hilti Simplified Design Tables are formatted similar to the Allowable Stress Design (ASD) tables and reduction factors which was a standard of practice for design of post-installed anchors
The Hilti Simplified Design Tables combine the simplicity of performing a calculation according to the ASD method with the code-required testing evaluation criteria and technical data in ACI Appendix D and CSA Annex D
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
6 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
241 Simplified Tables Data Development
The Simplified Tables have two table types The single anchor capacity table and the reduction factor table
Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table
Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance spacing or concrete thickness using the equations of ACI 318-11 Appendix D
The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength
ACI ФNn = min | ФNcb ФNa | CSAACI Nr = min | Ncbr Na |
ФNn = Nr
The shear value is based on the pryout strength
ACI ФVn = ФVcp CSAACI Vr = Vcpr
ФVn = Vr
Concrete breakout is calculated according to ACI 318 Appendix D and CSA A233 Annex D using the variables from ESR-3574 These values are equivalent
Bond strength is not recognized in CSA so this is determined from ACI 318-11 Appendix D for both the US and Canada
242 Steel Strength for All Elements
The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A233 Annex D ACI and CSA have different reduction factors for steel strength thus the values for both ACI and CSA are published
243 How to Calculate Anchor Capacity Using Simplified Tables
The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19
The design strength (factored resistance) of an anchor is obtained as follows
Tension
ACI Ndes = n bull min | ФNn bull fAN bull fRN ФNsa |
CSA Ndes = n bull min | Nr bull fAN bull fRN Nsr |
Shear
ACI Vdes = n bull min | ФVn bull fAV bull fRV bull fHV ФVsa |
CSA Vdes = n bull min | Vr bull fAV bull fRV bull fHV Vsr |
where
n = number of anchorsNdes = design resistance in tension
ФNn = design strength in tension considering concrete breakout pullout or bond failure (ACI)
ФNsa = design strength in tension considering steel failure (ACI)
Nr = factored resistance in tension considering concrete breakout pullout or bond failure (CSA)
Nsr = factored resistance in tension considering steel failure (CSA)
Vdes = design resistance in shear ФVn = design strength in shear considering
failure (ACI)Vr = factored resistance in shear considering
concrete failure (CSA)Vsr = factored resistance in shear considering steel
failure (CSA)fAN = adjustment factor for spacing in tensionfRN = adjustment factor for edge distance in tensionfAV = adjustment factor for spacing in shearfRV = adjustment factor for edge distance in shearfHV = adjustment factor for concrete thickness in
shear (this is a new factor that ASD did not use previously)
Adjustment factors are applied for all applicable near edge and spacing conditions
For example the capacity in tension corresponding to the anchor group based on worst case anchor ldquoardquo in the figure below is evaluated as follows
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
7Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Note designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required
Where anchors are loaded simultaneously in tension and shear interaction must be considered The interaction equation is as follows
Nua Vua ACI ____ + ____ le 12Ndes Vdes
Nf Vf CSA ____ + ____ le 12 Ndes Vdes
where
Nua = Required strength in tension based on factored load combinations of ACI 318 Chapter 9
Vua = Required strength in shear based on factored load combinations of ACI 318 Chapter 9
Nf = Required strength in tension based on factored load combinations of CSA A233 Chapter 8
Vf = Required strength in shear based on factored load combinations of CSA A233 Chapter 8
The full tension strength can be permitted if Vua ACI _____ le 02 Vdes
Vf CSA ____ le 02Vdes
The full shear strength can be permitted if Nua ACI ____ le 02Ndes
Nf CSA ____ le 02Ndes
244 Allowable Stress Design (ASD)
The values of Ndes and Vdes developed from Section 243 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load combinations of ACI 318 Chapter 9 or CSA A233 Chapter 8
The design strength (factored resistance) can be converted to an ASD value as follows
NdesNdesASD = _____
αASD
VdesVdesASD = _____
αASD
whereαASD = Conversion factor calculated as a weighted
average of the load factors for the controlling load combination
An example for the calculation of αASD is as follows
Controlling strength design load combination is 12D + 16L contribution is 30 D 70 L
αASD = 12 x 030 + 16 x 070 = 148
245 Sustained Loads and Overhead Use
Sustained loading is calculated by multiplying the value of ФNn or Nr by 055 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load Edge spacing and concrete thickness influences do not need to be accounted for when evaluating sustained loads
Consideration of sustained loads is based on ACI 318-11 Appendix D Since sustained loading is not addressed in CSA A233 Annex D it is reasonable to use this approach for CSA based designs
246 Accuracy of the Simplified Tables
Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A233 Annex D
The tables for the single anchor design strength (factored resistance) for concrete bond pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA
The load adjustment factors for edge distance influences are SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
8 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
based on a single anchor near an edge The load adjustment factors for spacing are determined from the influence of two adjacent anchors Each reduction factor is calculated for the minimum value of either concrete or bond failure When more than one edge distance andor spacing condition exists the load adjustment factors are multiplied together This will result in a conservative design when compared to a full calculation based on ACI or CSA Additionally if the failure mode in the single anchor tables is controlled by concrete failure and the reduction factor is controlled by bond failure this will also give a conservative value (and vice versa)
The following is a general summary of the accuracy of the simplified tables
bull Single anchor tables have values equivalent to acalculation according to ACI or CSA
bull Since the table values including load adjustment factorsare calculated using equations that are not linear linearinterpolation is not permitted Use the smaller of the twotable values listed This provides a conservative valueif the application falls between concrete compressivestrengths embedment depths or spacing edgedistance and concrete thickness
bull For one anchor near one edge applying the edgedistance factor typically provides accurate valuesprovided the failure mode of the table values is thesame If the failure mode is not the same the values areconservative
bull For two to four anchors in tension with no edgereductions applying the spacing factors provides a valuethat is equivalent to the ACI and CSA calculated valuesprovided the controlling failure modes of the table valuesare the same If the failure mode is not the same thevalues are conservative
bull The spacing factor in shear is conservative whencompared to two anchors with no edge distanceconsiderations This factor is based on spacing nearan edge and can be conservative for installations awayfrom the edge of the concrete member Note for lessconservative results it is possible to use the spacingfactor in tension for this application if there is no edgedistance to consider
bull The concrete thickness factor in shear is conservativewhen compared to an anchor with no edge influencesThis factor is based on applications near an edge In themiddle of a concrete member this is conservative Notefor less conservative results this factor can be ignored ifthe application is not near an edge
bull The load adjustment factors are determined bycalculations according to ACI 318-11 Appendix D This ismore conservative than ACI 318-08 Appendix D becausethe ψ
gNa factor which is always greater than or equal to10 does not need to be calculated
IMPORTANT NOTE
For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab the calculation can be up to 80 conservative when compared to a calculation according to ACI or CSA It is always suggested to perform a calculation by hand using the provisions of ACI and CSA to optimize the design This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 100 Adhesive system will not fulfill the design requirements Additional assistance can be given by your local Hilti representative
247 Limitations Using Simplified Tables
There are additional limitations that the Simplified Tables do not consider
bull Load Combinations Table values are meant to be usedwith the load combinations of ACI 318 Section 92 andCSA A233 Chapter 8
bull Supplementary Reinforcement Table values includingreduction factors are based on Condition B which doesnot consider the effects of supplementary reinforcementnor is there an influence factor that can be applied toaccount for supplementary reinforcement
bull Eccentric loading Currently there is not a method forapplying a factor to the tables to account for eccentricloading
bull Moments or Torsion While a designer can apply amoment or torsion to the anchor system and obtain aspecific load per anchor the tables themselves do nothave specific factors to account for moments or torsionapplied to the anchor system
bull Standoff Standoff is not considered in the steel designtables
bull Anchor layout The Simplified Tables assume anorthogonal layout
There may be additional applications not noted above Contact Hilti with any questions for specific applications
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
9Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
248 Hilti HIT-HY 100 Adhesive with Deformed Reinforcing Bars (Rebar)
Rebar Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
US Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
in (mm) hef
in (mm) hmin
in (mm)
3 123-38 2-38 ndash 7-12
hef + 1-14(hef + 30)
(86) (60 ndash 191)
4 584-12 2-34 ndash 10(114) (70 ndash 254)
5 345-58 3-18 ndash 12-12
hef + 2d0
(143) (79 ndash 318)
6 786-34 3-12 ndash 15(171) (89 ndash 381)
7 17-78 3-12 ndash 17-12(200) (89 ndash 445)
8 1-189 4 ndash 20
(229) (102 ndash 508)
9 1-3810-18 4-12 ndash 22-12(257) (114 ndash 572)
10 1-1211-14 5 ndash 25(286) (127 ndash 635)
Canadian Rebar Installation Specifications
RebarSize
DrillBitDia
StandardEmbedDepth
EmbedDepthRange
MinimumBase
MaterialThickness
oslashdin
hef std
mm hef
mm hmin
mm10 M 916 115 70 ndash 226 hef + 3015 M 34 145 80 ndash 320
hef + 2d0
20 M 1 200 90 ndash 39025 M 1-14 230 101 ndash 50430 M 1-12 260 120 ndash 598
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
10 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 1 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for US Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 3 - 10 as necessary Compare to the steel values in table 2
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
11Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 2 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3
NominalRebar Size
ASTM A 615 Grade 40 4 ASTM A 615 Grade 60 4 ASTM A 706 Grade 60 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 ASTM A706 Grade 60 rebar are considered ductile steel elements ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements
Table 3 mdash Load Adjustment Factors for 3 US Rebar in Uncracked Concrete 12
3Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
gt48 (1219) 1001 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 4 mdash Load Adjustment Factors for 4 US Rebar in Uncracked Concrete 12
4Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 027 020 012 na na na 007 005 003 014 011 006 na na na2-12 (64) 059 057 054 032 023 014 054 053 052 012 009 005 024 018 011 na na na
3 (76) 061 058 055 035 026 015 055 054 053 016 012 007 032 024 014 na na na4 (102) 065 061 057 042 030 018 057 055 054 024 018 011 045 037 022 na na na5 (127) 069 064 058 049 036 021 058 057 055 034 026 015 051 042 031 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 5 mdash Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 12
5Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
13Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 6 mdash Load Adjustment Factors for 6 US Rebar in Uncracked Concrete 12
6Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 7 mdash Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 12
7Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 003 002 001 006 004 002 na na na4-38 (111) 059 057 054 032 023 014 054 053 052 011 008 005 022 016 010 na na na
5 (127) 061 058 055 034 025 015 054 054 053 013 010 006 027 020 012 na na na5-12 (140) 062 059 055 036 026 015 055 054 053 015 012 007 031 023 014 na na na
6 (152) 063 060 056 037 028 016 055 054 053 018 013 008 035 026 016 na na na7 (178) 065 061 057 041 030 018 056 055 054 022 017 010 044 033 020 na na na8 (203) 067 063 058 045 033 019 057 056 054 027 020 012 048 040 024 na na na9 (229) 069 064 059 049 036 021 058 056 055 032 024 014 052 043 029 na na na
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
14 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 8 mdash Load Adjustment Factors for 8 US Rebar in Uncracked Concrete 12
8Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 023 017 010 na na na 002 002 001 005 003 002 na na na5 (127) 059 057 054 032 023 014 054 053 052 011 008 005 022 015 009 na na na6 (152) 061 058 055 035 025 015 055 054 053 014 010 006 029 020 012 na na na
6-14 (159) 062 059 055 035 026 015 055 054 053 015 011 006 030 021 013 na na na7 (178) 063 060 056 038 028 016 055 054 053 018 013 008 036 025 015 na na na8 (203) 065 061 057 041 030 018 056 055 053 022 015 009 044 031 019 na na na9 (229) 067 063 058 045 033 019 057 055 054 026 018 011 048 037 022 na na na
10 (254) 069 064 058 048 035 021 058 056 054 031 022 013 051 042 026 na na na11 (279) 070 065 059 052 038 022 058 057 055 035 025 015 055 044 030 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 9 mdash Load Adjustment Factors for 9 US Rebar in Uncracked Concrete 12
9Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in Shear Conc Thickness Factor in Shear4
1-34 (44) na na na 022 016 010 na na na 002 001 001 004 003 002 na na na5-58 (143) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 009 na na na
6 (152) 060 057 054 033 024 014 054 053 052 012 008 005 024 016 010 na na na7 (178) 062 059 055 036 026 015 055 054 053 015 010 006 030 020 012 na na na
7-14 (184) 062 059 055 036 027 016 055 054 053 016 011 006 032 021 013 na na na8 (203) 063 060 056 038 028 017 055 054 053 018 012 007 037 024 015 na na na9 (229) 065 061 057 041 030 018 056 055 053 022 015 009 044 029 018 na na na
10 (254) 066 062 057 045 033 019 057 055 054 026 017 010 048 034 021 na na na11 (279) 068 064 058 048 035 020 057 056 054 030 020 012 051 039 024 na na na12 (305) 070 065 059 051 037 022 058 056 054 034 022 013 054 044 027 na na na
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
15Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 10 mdash Load Adjustment Factors for 10 US Rebar in Uncracked Concrete 12
10Uncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na 022 016 009 na na na 002 001 001 003 002 001 na na na6-14 (159) 059 057 054 032 023 014 054 053 052 011 007 004 022 014 008 na na na
7 (178) 060 058 055 034 025 014 054 053 052 013 008 005 026 017 010 na na na8 (203) 062 059 055 036 027 016 055 054 053 016 010 006 031 020 012 na na na9 (229) 063 060 056 039 028 017 055 054 053 019 012 007 038 024 014 na na na
10 (254) 065 061 057 041 030 018 056 055 053 022 014 008 044 029 017 na na na11 (279) 066 062 057 044 032 019 057 055 053 025 016 010 047 033 019 na na na12 (305) 068 063 058 047 034 020 057 055 054 029 019 011 050 038 022 na na na13 (330) 069 064 059 050 037 021 058 056 054 033 021 012 053 042 025 na na na14 (356) 071 066 059 053 039 023 059 056 054 036 024 014 055 045 028 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
16 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 11 mdash Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete Bond Failure for Canadian Rebar in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 13 - 17 as necessary Compare to the steel values in table 12
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 083 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 048 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 over significant periods of time
6 Tabular values are for dry and water-saturated concrete conditions7 Tabular values are for short term loads only For sustained loads including overhead use see Section 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 12 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Canadian Rebar 3
NominalRebar Size
CSA-G3018 Grade 400 4 Tensile1
Nsr
Shear2
Vsr
10 M 321 17915 M 646 35920 M 961 53625 M 1607 89230 M 2261 1257
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert factored resistance value to ASD value4 CSA-G3018 Grade 400 rebar are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 13 mdash Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete 12
10 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
45 na na na 025 016 012 na na na 008 005 004 016 010 008 na na na50 057 055 054 027 017 013 053 053 052 010 006 005 019 012 010 na na na75 061 057 056 033 020 016 055 054 053 018 011 009 035 022 018 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 14 mdash Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 12
15 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
18 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 15 mdash Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete 12
20 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 16 mdash Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete 12
25 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
19Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 17 mdash Load Adjustment Factors for 30 M Canadian Rebar in Uncracked Concrete 12
30 MUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
20 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
249 Hilti HIT-HY 100 Adhesive with Hilti HAS Threaded Rod
Hilti HAS Threaded Rod Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HAS Threaded Rod Material Specifications fya Min futa
ksi (MPa) ksi (MPa)Standard HAS-E rod material meets the requirements of ISO 898 Class 58 58 (400) 725 (500)High Strength or lsquoSuper HASrsquo rod material meets the requirements of ASTM A 193 Grade B7 105 (724) 125 (862)Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW1 38 to 58
65 (448) 100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304316) Condition CW 34 to 1-14
45 (310) 85 (586)
HAS Super amp HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5HAS Stainless Steel Nut material meets the requirements of ASTM F 594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18221 Type A PlainHAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240HAS Super amp HAS-E Standard Washers meet the requirements of ASTM F 884 HVAll HAS Super Rods (except 78rdquo) amp HAS-E Standard nuts amp washers are zinc plated to ASTM B 633 SC 178rdquo HAS Super rods hot-dip galvanized in accordance with ASTM A 153HAS Carbon steel HAS rods are furnished with a 0005-mm-thick zinc electroplated coatingNote Special Order threaded rods may vary from standard materials
Hilti HAS Threaded Rod Installation SpecificationsNominal
Rod Diameter
Drill Bit Diameter
Embedment Depth
Embedment Depth Range
Maximum Installation
Torque
Minimum Base Material
Thickness
oslashdin (mm)
oslashd0in
hef stdin (mm)
hefin (mm)
Tmaxft-lb (Nm)
hminin (mm)
38716
3-38 2-38 ndash 7-12 15hef + 1-14 (hef + 30)
(95) (86) (60 ndash 191) (20)12
9164-12 2-34 ndash 10 30
(127) (114) (70 ndash 254) (41)58
345-58 3-18 ndash 12-12 60
hef + 2d0
(159) (143) (79 ndash 318) (81)34
786-34 3-12 ndash 15 100
(191) (171) (89 ndash 381) (136)78
17-78 3-12 ndash 17-12 125
(222) (200) (89 ndash 445) (169)1
1-189 4 ndash 20 150
(254) (229) (102 ndash 508) (203)1-14
1-3811-14 5 ndash 25 200
(318) (286) (127 ndash 635) (271)
min
maxdf HAS 38 12 58 34 78 1 1-14
df1 12 58 1316 1516 1-18 1-14 1-12
df2 716 916 1116 1316 1516 1-18 1-38
Use two washers
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
21Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 18 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Fractional Threaded Rod in Uncracked Concrete 12345678
(635) (2762) (2762) (2762) (2928) (7031) (7031) (7031) (7453)1 See Section 24 for explanation on development of load values2 See Section 244 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 21 - 27 as necessary Compare to the steel values in table 19 or 20
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 077 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 044 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 19 mdash Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
Table 20 mdash Steel Factored Resistance (CSA A233 Annex D Based Design) for Hilti HAS Threaded Rods 3
AnchorDiameterin (mm)
HAS Standard ISO 898 Class 58 4 HAS-Super ASTM A193 B7 4 HAS SS AISI 304316 SS 4 Tensile1
1 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D3 See Section 244 to convert design strength (factored resistance) value to ASD value4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
23Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 21 mdash Load Adjustment Factors for 38-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
38 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 040 031 023 013 na na na na 024 009 007 004 047 017 013 008 na na na na1-78 (48) 060 059 057 054 042 032 023 013 057 054 053 052 026 010 007 004 042 019 014 009 na na na na
2 (51) 061 060 057 054 043 033 024 014 057 054 053 052 029 011 008 005 043 021 016 010 na na na na3 (76) 066 065 061 057 056 041 030 017 061 056 055 053 053 020 015 009 056 039 029 018 na na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 22 mdash Load Adjustment Factors for 12-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
12 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear 3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 036 027 020 012 na na na na 010 005 004 002 021 011 008 005 na na na na2-12 (64) 060 059 057 054 043 031 023 013 055 053 053 052 018 009 007 004 035 018 014 008 na na na na
3 (76) 062 061 058 055 048 033 025 014 056 054 053 052 023 012 009 005 046 024 018 011 na na na na4 (102) 066 065 061 057 059 039 029 017 058 055 054 053 036 018 014 008 059 037 028 017 058 na na na5 (127) 070 069 064 058 074 045 033 019 060 057 056 054 050 026 019 012 074 046 038 023 065 na na na
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
24 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 23 mdash Load Adjustment Factors for 58-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
58 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 034 025 018 011 na na na na 009 004 003 002 019 008 006 003 na na na na3-18 (79) 060 059 057 054 045 031 022 013 056 054 053 052 022 010 007 004 045 020 013 008 na na na na
4 (102) 062 062 059 055 053 034 025 015 058 055 053 052 032 015 010 006 053 029 019 011 na na na na4-58 (117) 064 064 060 056 060 037 027 016 059 055 054 053 040 018 012 007 060 036 024 014 060 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 24 mdash Load Adjustment Factors for 34-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
34 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 049 030 022 013 057 054 053 052 027 011 007 004 049 022 014 008 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) 063 062 059 056 060 035 026 015 059 055 054 053 041 017 011 006 060 033 022 012 na na na na
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
25Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 25 mdash Load Adjustment Factors for 78-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
78 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
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) 060 059 057 054 058 031 023 013 058 054 053 052 035 011 007 004 060 022 014 008 na na na na
5 (127) 062 061 058 055 061 033 024 014 059 054 053 052 043 013 009 005 066 027 017 010 na na na na5-12 (140) 063 062 059 055 065 034 025 015 060 055 054 052 050 015 010 006 072 031 020 011 065 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
Table 26 mdash Load Adjustment Factors for 1-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
1-34 (44) na na na na 036 023 017 010 na na na na 008 002 001 001 015 005 003 002 na na na na5 (127) 061 059 057 054 059 031 023 013 059 054 053 052 037 011 007 004 061 022 014 008 na na na na6 (152) 063 061 058 055 064 034 025 015 060 055 053 052 048 014 009 005 070 029 019 011 na na na na
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
26 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 27 mdash Load Adjustment Factors for 1-14-in Diameter Fractional Threaded Rods in Uncracked Concrete 12
1-14 inUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear3
fAV
Edge Distance in ShearConc Thickness Factor in Shear4
) 1-34 (44) na na na na 035 022 016 009 na na na na 005 002 001 001 011 003 002 001 na na na na6-14 (159) 062 059 057 054 062 032 023 014 059 054 053 052 037 011 007 004 063 022 015 009 na na na na
7 (178) 063 060 058 055 065 034 025 015 060 054 053 052 043 013 009 005 069 026 017 010 na na na na8 (203) 065 062 059 055 070 036 027 016 061 055 054 053 053 016 011 006 078 031 021 013 066 na na na9 (229) 067 063 060 056 075 039 029 017 062 055 054 053 063 019 013 008 087 038 025 015 070 na na na
1 Linear interpolation not permitted2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 030 Tmax for 5d le s le 16-in and to 05 Tmax for s gt 16-in3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 250
03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
27Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2410 Hilti HIT-HY 100 Adhesive with Hilti HIS-N and HIS-RN Internally Threaded Insert
Hilti HIS-N and HIS-RN Internally Threaded Insert Installation Conditions
Perm
issi
ble
Con
cret
e C
ondi
tions
UncrackedConcrete
DryConcrete
Perm
issi
ble
Dril
ling
Met
hod
Hammer Drilling with Carbide Tipped Drill Bit Water Saturated
Concrete
Mechanical PropertiesHilti HIS-N and HIS-RN Internally Threaded Insert Material Specifications fya Min futa
ksi (MPa) ksi (MPa)HIS-N Insert (38-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 595 (410) 711 (490)HIS-N Insert (12-in to 34-in) 11MnPb30+C Carbon Steel conforming to DIN 10277-3 544 (375) 667 (460)HIS-RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 508 (350) 1015 (700)
Hilti HIS-N and HIS-RN Installation SpecificationsInternal Nominal
Rod Diameter
InsertExternal Diameter
DrillBit Diameter
Embedment Depth
BoltEmbedment
Maximum Installation
Torque
Minimum Base
Material Thickness
oslashdin (mm)
oslashDin (mm)
oslashd0in
hefin (mm)
hsin
Tmaxft-lb (Nm)
hminin (mm)
38 0651116
4-3838 ndash 1516
15 59(95) (165) (110) (20) (150)12 081
785
12 ndash 1-31630 67
(127) (205) (125) (41) (170)58 100
1-186-34
58 ndash 1-1260 91
(159) (254) (170) (81) (230)34 109
1-148-18
34 ndash 1-78100 106
(191) (276) (205) (136) (270)
min
maxSUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
28 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 28 mdash Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete Bond Failure for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 12345678
1 See Section 24 for explanation on development of load values2 See Section 244 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 table 30 as necessary Compare to the steel values in table 29
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)
For temperature range B Max short term temperature = 176deg F (80deg C) max long term temperature = 122deg F (50deg C) multiply above value by 075 For temperature range C Max short term temperature = 248deg F (120deg C) max long term temperature = 162deg F (72deg C) multiply above value by 041 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 over significant periods 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 2458 Tabular values are for normal weight concrete only For lightweight concrete multiply design strength (factored resistance) by λa as follows
For sand-lightweight λa = 051 For all-lightweight λa = 045
Table 29 mdash Steel Design Strength (Factored Resistance) for Steel Bolt Cap Screw for Hilti HIS-N and HIS-RN Internally Threaded Inserts 56
InternalThread
Diameterin (mm)
ACI 318 Appendix D Based Design CSA A233 Annex D Based Design
1 Tensile = ϕ AseN futa as noted in ACI 318 Appendix D2 Shear = ϕ 060 AseN futa as noted in ACI 318 Appendix D3 Tensile = Ase ϕs fut R as noted in CSA A233 Annex D2 Shear = Ase ϕs 060 fut R as noted in CSA A233 Annex D5 See Section 244 to convert design strength (factored resistance) value to ASD value6 Steel bolt cap screw for Hilti HIS-N and HIS-RN inserts are considered brittle steel elements
SUBMITTAL 250 03-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
Table 30 mdash Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete 1
HIS-N and HIS-RNAll DiametersUncracked Concrete
Spacing Factor in Tension
fAN
Edge Distance Factor in Tension
fRN
Spacing Factor in Shear2
fAV
Edge Distance in ShearConc Thickness Factor in Shear3
m) 3-14 (83) 060 na na na 038 na na na 055 na na na 015 na na na 031 na na na na na na na
4 (102) 063 060 na na 043 041 na na 056 055 na na 021 019 na na 042 038 na na na na na na5 (127) 066 063 062 na 049 047 042 na 057 057 055 na 029 026 017 na 049 047 033 na na na na na
1 Linear interpolation not permitted2 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV = fAN3 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV = 10
SUBMITTAL 25003-06-17
jbehrhorst
410
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
30 Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
2411 Installation InstructionsInstallation Instructions For Use (IFU) are included with each product package They can also be viewed or downloaded on-line at wwwushilticom (US) and wwwhiltica (Canada) mdash ldquoServiceTechnical Info gtgt Technical Downloads gtgt Anchoring Systemsrdquo Because of the possibility of changes always verify that downloaded IFU are current when used Proper installation is critical to achieve full performance Training is available on request Contact Hilti Technical Services for applications and conditions not addressed in the IFU
Samples of the HIT-HY 100 resin were immersed in the various chemical compounds for up to one year At the time 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 ldquoPartially Resistantrdquo Samples that were heavily damaged or destroyed were classified as ldquoNot Resistantrdquo
Note In actual use the majority of the resin is encased in the base material leaving very little surface area exposed
2413 Resistance of Cured HIT-HY 100 to Chemicals
SUBMITTAL 250 03-06-17
jbehrhorst
410
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
Notes
31Hilti Inc (USA) 1-800-879-8000 I wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I HIT-HY 100 Technical Supplement 0114
SUBMITTAL 250 03-06-17
jbehrhorst
410
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf
HILTI HIT-HY 100 pdf
HIT-HY 100 Supplement_Cover_Jan29pdf
HIT-HY 100 Supplement_Jan28pdf
HIT-HY 100 Supplement_Cover_Jan28pdf
HIT-HY 100 Supplement_Jan23pdf
Hilti Outperform OutlastPO Box 21148 Tulsa OK 74121 bull Hilti Inc (US) 1-800-879-8000 bull wwwushilticom bull en espantildeol 1-800-879-5000 bull Hilti (Canada) Corp 1-800-363-4458 wwwhiltica bull Hilti is an equal opportunity employer bull Hilti is a registered trademark of Hilti Corp copyCopyright 2014 by Hilti Inc (US) bull 0114 bull DBS
The data contained in this literature was current as of the date of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1-800-363-4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on-site testing is necessary to determine performance at any specific site Laser beams represented by red lines in this publication Printed in the United States
14001 US only
SUBMITTAL 250 03-06-17
jbehrhorst
410
Transmittal
250_Hilti HIT-HY 100_Not Reviewed_041017pdf
Transmittal
250_Hilti HIT-HY 100_For Approval_031617pdf
7 E 84th St Submittal033000-3-5-11 HILTI HIT-HY 100 - option 1pdf