Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 317 4.3.4.2 Material Specifications Carbon steel with electroplated zinc • Carbon steel KB-TZ anchors have the following minimum bolt fracture loads 1 • Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5μm. • Nuts conform to the requirements of ASTM A563, Grade A, Hex. • Washers meet the requirements of ASTM F844. • Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainless steel • Stainless steel KB-TZ anchors are made of AISI 304 material and have the following minimum bolt fracture loads 1 • Nuts meet the dimensional requirements of ASTM F594. • Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. • Expansion Sleeve (wedges) are made from AISI 316. • All nuts and washers are made from AISI 304 stainless steel. 1 Bolt fracture loads are determined by testing in jig as part of product QC. These loads are not intended for design purposes. See Tables 2 and 3. Anchor Shear Tension Diameter (in.) (lb) (lb) 3/8 NA 6744 1/2 7419 11240 5/8 11465 17535 3/4 17535 25853 Anchor Shear Tension Diameter (in.) (lb) (lb) 3/8 5058 6519 1/2 8543 12364 5/8 13938 19109 3/4 22481 24729
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Mechanical Anchoring Systems
Kwik Bolt TZ Expansion Anchor 4.3.4
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 317
4.3.4.2 Material SpecificationsCarbon steel with electroplated zinc• Carbon steel KB-TZ anchors have the following minimum bolt fracture loads1
• Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5µm.
• Nuts conform to the requirements of ASTM A563, Grade A, Hex.
• Washers meet the requirements of ASTM F844.
• Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel.
Stainless steel• Stainless steel KB-TZ anchors are made of AISI 304 material and have the following minimum bolt fracture loads1
• Nuts meet the dimensional requirements of ASTM F594.
• Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain.
• Expansion Sleeve (wedges) are made from AISI 316.
• All nuts and washers are made from AISI 304 stainless steel.
1 Bolt fracture loads are determined by testing in jig as part of product QC. These loads are not intended for design purposes. See Tables 2 and 3.
Anchor Shear TensionDiameter (in.) (lb) (lb)
3/8 NA 67441/2 7419 112405/8 11465 175353/4 17535 25853
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1 The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness isrequired, increase the anchor embedment to suit.
Figure 1 — Kwik Bolt TZ installed
tdh
do
anch
unthr
thread
hef hohnom
Mechanical Anchoring Systems
Kwik Bolt TZ Expansion Anchor 4.3.4
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 319
DESIGN Symbol Units Nominal anchor diameterINFORMATION 3/8 1/2 5/8 3/4
1 See Fig. 1.2 NP (not permitted) denotes that the condition is not supported.3 NA (not applicable) denotes that this value does not control for
design.4 NP (not permitted) denotes that the condition is not supported.
Values are for cracked concrete. Values are applicable to bothstatic and seismic load combinations.
5 See ACI 318 D.4.4.6 See ACI 318 D.5.2.2.
7 See ACI 318 D.5.2.6.8 The KB-TZ is a ductile steel element as defined by ACI 318 D.1.9 For use with the load combinations of ACI 318 9.2. Condition B
applies where supplementary reinforcement in conformance withACI 318 D.4.4 is not provided, or where pullout or pryout strengthgoverns. For cases where the presence of supplementary rein-forcement can be verified, the strength reduction factors associated with Condition A may be used.
DESIGN Symbol Units Nominal anchor diameterINFORMATION 3/8 1/2 5/8 3/4
Strength reduction factor � for tension, concrete failure modes, Condition B 7 0.65
Strength reduction factor � for shear, concrete failure modes 0.70
Mechanical Anchoring Systems
4.3.4 Kwik Bolt TZ Expansion Anchor
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1 See Fig. 1.2 NA (not applicable) denotes that this value does not control for design.3 See ACI 318 D.4.4.4 See ACI 318 D.5.2.2.5 See ACI 318 D.5.2.6.6 The KB-TZ is a ductile steel element as defined by ACI 318 D.1.7 For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318
D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can beverified, the strength reduction factors associated with Condition A may be used.
Mechanical Anchoring Systems
Kwik Bolt TZ Expansion Anchor 4.3.4
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 321
Figure 2 — Interpolation of Minimum Edge Distance and Anchor Spacing
Figure 3 — Installation in Concrete over Metal Deck Floor
Table 4 — Mean Axial Stiffness Values (1000 lb/in.) for Kwik Bolt TZ Carbonand Stainless Steel Anchors in Normal-Weight Concrete1
Concrete condition carbon steel KB-TZ, all diameters stainless steel KB-TZ, all diametersuncracked concrete 700 120cracked concrete 500 90
1 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of application.
Min. 4-1/2"
Upper Flute (Valley)
Lower Flute (Ridge)
Min. 4-1/2"
Max. 1" Offset Typical
Minimum No. 20 Gauge Steel Deck
Min. 5/8" Typical
Max
. 3"
Min
. 1-1
/2"
Min. 3000 psi Normal or Sand - Lightweight Concrete
Anch
or
in R
idge
ca, min at s >
sdesign
cdesign edge distance c
smin at c >
Mechanical Anchoring Systems
4.3.4 Kwik Bolt TZ Expansion Anchor
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Table 6 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD),Normal-Weight Uncracked Concrete, Condition B (lb)1,2,3,4
Concrete Compressive Strength2Nominal Embedment f 'c= 2500 psi f 'c= 3000 psi f 'c= 4000 psi f 'c= 6000 psiAnchor Depth hef Carbon Stainless Carbon Stainless Carbon Stainless Carbon StainlessDiameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel
Design values for use with allowable stress design (working stress design) shall be established as follows: Rallow,ASD = Rdα
where Rd = � Rk represents the limiting design strength in tension (� Nn ) or shear ( � Vn ) as calculated according to ACI 318 D.4.1.1 and D.4.1.2
Table 5 — The value of αα shall be taken as follows:
Reference for strength αreduction factors including seismic excluding seismicACI 318 D.4.4 1.1 1.4ACI 318 D.4.5 1.2 1.55
1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5.
2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4.
3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where thepresence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used.
4 Allowable static tension loads for 2,500 psi are calculated by multiplying the concrete breakout strength Nb by the strength reduction φ factor of 0.65 and dividing by an α of 1.4according to ICC ESR-1917 Section 4.2. Nb is calculated as per ACI 318-05 D.5.2.2. This load may be adjusted for other concrete strengths according to ICC ESR-1917 Section4.1.3 by using the following equation.
Nb,f'c = Nbf 'c
2500
1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5.
2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4.
3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where thepresence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used.
4 Allowable static tension loads for 2,500 psi are calculated by multiplying the pullout strength Npn by the strength reduction φ factor of 0.65 and dividing by an α of 1.4 according toICC ESR-1917 Section 4.2. See Table 2 for Npn. This load may be adjusted for other concrete strengths according to ICC ESR-1917 Section 4.1.3 by using the following equation.
Npn,cr,f'c = Npn,crf 'c
2500
Mechanical Anchoring Systems
Kwik Bolt TZ Expansion Anchor 4.3.4
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Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD),Normal-Weight Cracked Concrete, Condition B (lb)1,2,3,4
Concrete Compressive Strength2Nominal Embedment f 'c= 2500 psi f 'c= 3000 psi f 'c= 4000 psi f 'c= 6000 psiAnchor Depth hef Carbon Stainless Carbon Stainless Carbon Stainless Carbon StainlessDiameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel
1 Values are for single anchors with no edge distance or spacingreduction due to concrete failure.
2 Allowable static shear loads are calculated by multiplying Vsa by thestrength reduction φ factor of 0.65 and dividing by an α of 1.4according to ICC ESR-1917 Section 4.2. See Table 2 for Vsa .
1 Values are for single anchors with no edge distance or spacing reductiondue to concrete failure.
2 Allowable seismic shear loads are calculated by multiplying Vsa, seis by thestrength reduction φ factor of 0.65, then multiply by 0.75 as per ACI 318-05 D.3.3.3, and dividing by an α of 1.1 according to ICC ESR-1917 Section4.2. See Table 2 for Vsa, seis .
1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5.
2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4.
3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where thepresence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used.
4 Allowable seismic tension loads for 2,500 psi are calculated by multiplying the pullout strength Npn by the strength reduction φ factor of 0.65, then multiplying by a 0.75 factordescribe in ACI 318-05 D.3.3.3, and dividing by an α of 1.1 according to ICC ESR-1917 Section 4.2. See Table 2 for Npn. This load may be adjusted for other concretestrengths according to ICC ESR-1917 Section 4.1.3 by using the following equation.
Npn,cr,f'c = Npn,crf 'c
2500
Mechanical Anchoring Systems
4.3.4 Kwik Bolt TZ Expansion Anchor
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Table 12 — Kwik Bolt TZ Length Identification System
Figure 4 — Bolt Head with Length Identification Mark and Kwik Bolt TZ Head Notch Embossment
Length ID marking A B C D E F G H I J K L M N O P Q R S T U V Won bolt headLength of From 11⁄2 2 21⁄2 3 31⁄2 4 41⁄2 5 51⁄2 6 61⁄2 7 71⁄2 8 81⁄2 9 91⁄2 10 11 12 13 14 15anchor, Up to but�anch (in.) not 2 21⁄2 3 31⁄2 4 41⁄2 5 51⁄2 6 61⁄2 7 71⁄2 8 81⁄2 9 91⁄2 10 11 12 13 14 15 16
including
1 Pullout strength values Npn,deck are for anchors installed in lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation. See Table 3ESR-1917. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strength may be adjusted forother lightweight concrete compressive strengths according to ICC ESR-1917 Section 4.1.3 using the following equation:
2 Minimum anchor spacing along the flute shall be the greater of 3.0 hef or 1.5 times the flute width in accordance with ICC ESR-1917 Section 4.1.3.
3 Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction. See Figure 5 in ESR-1917.
4 Allowable seismic tension and shear loads are calculated by multiplying Npn,deck and V sa,deck by the strength reduction φ factor of 0.65, the seismic reduction φ factor of0.75 according to ACI 318 D3.3.3, and then divided by an α of 1.1 according to ICC ESR-1917 Section 4.2.
5 Allowable non-seismic tension and shear loads are calculated by multiplying Npn,deck and V sa,deck by the strength reduction φ factor of 0.65 and dividing by an α of 1.4according to ICC ESR-1917 Section 4.2.
Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD),Installed into the Underside of a Lightweight Concrete over Metal Deck Slab1,2,3
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1.Hammer drill a hole to the same nominal diameter as the Kwik Bolt TZ. The hole depthmust exceed the anchor embedment by at least1/4 inch. The fixture may be used as a drillingtemplate to ensure proper anchor location.
2.Clean hole.
3.Drive the Kwik Bolt TZ into the hole usinga hammer. The anchor must be drivenuntil at least 4 threads are below the surface of the fixture.
4. Tighten the nut to the recommendedinstallation torque.
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Given:(2) 1/2 in. KB-TZ anchors under static tension load as shown.hef = 3.25 in.Normal wt. concrete, f'c = 3,000 psiNo supplementary reinforcing.Assume uncracked concrete.Condition B per ACI 318-05 D.4.4(c)Calculate the allowable tension loadfor this configuration.
Calculation per ACI 318-05 Appendix D and ICC ESR-1917. Code Ref. Reference
Step 1. Calculate steel strength of anchor in tension: � N n = �n * N sa = 0.75 * 2 * 10,706 = 16,059 lb D.5.1.2D.4.4 Table 2
Step 2. Calculate concrete breakout strength of anchor in tension. See ESR-1917 for edge factor �cp,N .
N cbg = A N c (� ec,N ) (� ed,N,c,N ) (� cp,N ) N b
D.5.2.1 ESR-1917
A Nco4.1.2
Step 2a. Verify minimum member thickness, spacing and edge distance: D.8 Table 2
hmin = 6 in. � 6 in. ... ok Fig. 2
cmin = 4 in. > 3.5 in.
... s min defaults to 2.375 in.
6 in. > 2.375 in. ... ok
Step 2b. Check: 1.5h ef = (1.5 ) (3.25) = 4.88 in. > c 3.0 h ef = (3) (3.25) = 9.75 in. > s D.5.2.1 Table 2
Step 2c. Calculate ANco and ANc for the anchorage: ANco = 9hef2 = (9) (3.25)2 = 95.1 in 2
ANc = (1.5) (h ef + c ) (3) (hef + s ) = [(1.5) (3.25) + 4] [(3 x 3.25) + 6] = 139.8 in2 < 2ANco ... ok
Step 4. Controlling strength: � N cbg = (0.65) (6,983) = 4,539 lb < � Nn ... � N cbg controls D.4.4(c) Table 2
Step 5. Convert value to ASD: T allow = 4,539 = 3,242 lb 1.4 - Table 5
6"
Table 2ESR-19174.1.6
f 'c2500
30002500
3.5, 2.3752.375 controls0.875 Cmin
Smin
2.375, 5.75
s=6''
AN1.5hef
1.5hef c=4''1.5hef
4.3.4.6 Kwik Bolt TZ Anchor Sample Calculations
( )
Listings/ApprovalsICC-ES (International Code Council) AC 193 ESR pendingICC-ES ESR-1385Grout filled concrete masonryCity of Los AngelesResearch Report No. 25577FM (Factory Mutual)Pipe Hanger Components forAutomatic Sprinkler (3/8" - 3/4")UL (Underwriters Laboratories) UL 203 Pipe Hanger Equipment for FireProtection Services (3/8" - 3/4")Miami-Dade CountyNOA No. 06-0810.13Qualified under an NQA-1 Nuclear QualityProgram
*Please refer to the reports to verify that the type and diameter specified is included
Mechanical Anchoring Systems
4.3.5 Kwik Bolt 3 Expansion Anchor
328 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008
Impact Section(Dog Point)
Expansion Cone
Nut
Washer
AnchorThread
Anchor Body
ExpansionElement(Wedges)
4.3.5.1 Product Description
4.3.5.2 Material Specifications
4.3.5.3 Strength Design (LRFD)
4.3.5.4 Allowable Stress Design (ASD)
4.3.5.5 Installation Instructions
4.3.5.6 Ordering Information
4.3.5.7 Sample Calculations
The Kwik Bolt 3 (KB3) is a torquecontrolled expansion anchor, whichprovides consistent performance for awide range of mechanical anchorapplications. This anchor series isavailable in carbon steel with zincelectroplated coating, carbon steel withhot-dip galvanized coating, 304stainless steel and 316 stainless steelversions.The threaded stud version ofthe anchor is available in a variety ofdiameters ranging from 1/4 in. to 1 in.depending on the steel and coatingtype. Applicable base materials includenormal-weight concrete, structurallightweight concrete, lightweightconcrete over metal deck, and groutfilled concrete masonry.
Guide Specifications
Torque controlled expansion anchorsshall be Kwik Bolt 3 supplied by Hiltimeeting the description in FederalSpecification A-A 1923A, Type 4. Theanchor bears a length identificationmark embossed into the impact section(dog point) of the anchor identifying theanchor as a Hilti Kwik Bolt 3 in theinstalled condition. Anchors aremanufactured to meet one of thefollowing conditions:
1. The carbon steel anchor body, nut and washer have an electro-plated zinc coating conforming to ASTM B633 to a minimum thickness of 5 µm.
2. The carbon steel hot-dip galva-nized anchor body, nut, and washer conform to ASTM A153.The stainless steel expansion elements conform to either AISI 304 or AISI 316.
3. The stainless steel anchor body,nut, and washer conform to AISI304. The stainless steel expansionelements conform to either AISI 304 or AISI 316.
4. The stainless steel anchor body,nut, and washer conform to AISI316. The stainless steel expansionelements conform to AISI 316.
Product Features
• Length identification code facili-tates quality control and inspectionafter installation.
• Through fixture installation andvariable thread lengths improveproductivity and accommodate various base plate thicknesses.
Drill hole in concrete, structurallightweight concrete, or grout filledconcrete masonry using a Hilti carbidetipped drill bit and a Hilti rotary hammerdrill. Remove dust from the hole with oilfree compressed air or vacuum.Alternately for 1/2, 5/8, 3/4, and 1 inchdiameter Kwik Bolt 3 anchors, the holemay be drilled using a matchedtolerance Hilti DD-C wet diamond corebit for anchoring applications. The slurrymust be flushed from the diamondcored hole prior to anchor installation.The minimum hole depth must exceedthe anchor embedment prior to torquingby one hole, diameter. Drive the anchorinto the hole using a hammer. Aminimum of six threads must be belowthe surface of the fixture. Tighten the nutto the recommended installation torque.