Mechanical Anchoring Systems KWIK Bolt TZ · PDF fileMechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.4 ... normal-weight concrete, structural lightweight concrete, and

Mechanical Anchoring Systems

KWIK Bolt TZ Expansion Anchor 334

Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011 267

TheKWIKBoltTZ(KB-TZ)isatorquecontrolled expansion anchor which is especially suited to seismic and cracked concrete applications This anchor line is available in carbon steel type 304 and type 316 stainless steel versions The anchor diameters range from 38- and 34-inch in a variety of lengths Applicable base materials include normal-weight concrete structural lightweight concrete and lightweight concrete over metal deck

Guide Specifications

TorquecontrolledexpansionanchorsshallbeKWIKBoltTZ(KB-TZ)suppliedby Hilti meeting the description in Federal Specification A-A 1923A type 4 The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti KWIKBoltTZintheinstalledconditionAnchors are manufactured to meet one of the following conditions

bull Thecarbonsteelanchorbody nut and washer have an electro-plated zinc coating conforming to ASTMB633toaminimumthick-ness of 5 microm The stainless steel expansion sleeve conforms to type 316

bull Stainlesssteelanchorbodynutand washer conform to type 304 Stainless steel expansion sleeve conforms to type 316

bull Stainlesssteelanchorbodynutwasher and expansion sleeve con-form to type 316 stainless steel

Product Featuresbull Productandlengthidentification

marksfacilitatequalitycontrolafterinstallation

bull Throughfixtureinstallationandvariable thread lengths improve productivity and accommodate various base plate thicknesses

bull Type316StainlessSteelwedgesprovide superior performance in cracked concrete

bull Ridgesonexpansionwedges provide increased reliability

bull Mechanicalexpansionallowsimmediate load application

bull Raisedimpactsection(dogpoint)prevents thread damage during installation

bull Boltmeetsductilityrequirementsof ACI 318 Section D1

Installation

Drill hole in base material to the appropriate depth using a Hilti carbide tipped drill bit Drive the anchor into the hole using a hammer A minimum of four threads must be below the fastening surface prior to applying installationtorqueTightenthenutto theinstallationtorque

3341 KWIK Bolt TZ Product Description

Supplemental Design Provisions for ACI 318 Appendix D

Design strengths are determined in accordance with ACI 318 Appendix D and ICC EvaluationServiceESR-1917HiltiKWIKBoltTZCarbonandStainlessSteelAnchorsin Concrete The relevant design parameters are reiterated in Tables 1 2 and 3 of thisdocumentSupplementalprovisionsrequiredforthedesignoftheKB-TZareenumeratedinSection40ofESR-1917(DESIGNANDINSTALLATION)Notethatthese design parameters are supplemental to the design provisions of ACI 318

ListingsApprovalsICC-ES (International Code Council)ESR-1917FM (Factory Mutual)Pipe Hanger Components for Automatic Sprinkler Systems (38 - 34)UL (Underwriters Laboratories)PipeHangerEquipmentforFireProtection Services (38 - 34)

Impact Section (Dog Point)

ExpansionCone

Nut

Washer

Red Mark

Anchor Body

Stainless Steel

ExpansionSleeve

(Wedges)

Anchor Thread

3341 Product Description

3342 Material Specifications

3343 Technical Data

3344 Installation Instructions

3345 Ordering Information

Independent Code EvaluationIBCreg IRCreg 2009 (AC 193 ACI 3552)IBCreg IRCreg 2006


334 KWIK Bolt TZ Expansion Anchor

268 Hilti Inc (US) 1-800-879-8000 | wwwushilticom I en espantildeol 1-800-879-5000 I Hilti (Canada) Corp 1-800-363-4458 I wwwhiltica I Anchor Fastening Technical Guide 2011

Carbon steel with electroplated zincbull CarbonsteelKB-TZanchorshavethefollowingminimumboltfractureloads1

bull CarbonsteelanchorcomponentsplatedinaccordancewithASTMB633toaminimumthicknessof5micrombull NutsconformtotherequirementsofASTMA563GradeAHexbull WashersmeettherequirementsofASTMF844bull Expansionsleeves(wedges)aremanufacturedfromtype316stainlesssteel

Stainless steel bull StainlesssteelKB-TZanchorsaremadeoftype304or316materialandhavethefollowingminimumboltfractureloads1

bull Allnutsandwashersaremadefromtype304ortype316stainlesssteelrespectivelybull NutsmeetthedimensionalrequirementsofASTMF594bull WashersmeetthedimensionalrequirementsofANSIB18221TypeAplainbull ExpansionSleeve(wedges)aremadefromtype316stainlesssteel

1 BoltfractureloadsaredeterminedbytestinginjigaspartofproductQCTheseloadsarenotintendedfordesignpurposesSeeTables2and 3

3342 Material Properties

Anchor Diameter(in)

Shear(lb)

Tension(lb)

38 NA 674412 7419 1124058 11465 1753534 17535 25853

Anchor Diameter(in)

Shear(lb)

Tension(lb)

38 5058 651912 8543 1236458 13938 1910934 22481 24729




3343 Technical Data

Figure 1 mdash KWIK Bolt TZ Installed

tdh

do

anch

unthr

thread

hef hohnom

Table 1 mdash KWIK Bolt TZ Specification Table

SettingInformation Symbol Units

Nominal anchor diameter (in)38 12 58 34

Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)

Nominal bit diameter dbit in 38 12 58 34

Effectiveminimum embedment hef

in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)

Min hole depth ho

in 2-58 2-58 4 3-34 4-34 4-58 5-34(mm) (67) (67) (102) (95) (121) (117) (146)

Min thickness of fixture1 tmin

in 14 34 14 38 34 18 1-58(mm) (6) (19) (6) (9) (19) (3) (41)

Max thickness of fixture tmax

in 2-14 4 2-34 5-58 4-34 4-58 3-58(mm) (57) (101) (70) (143) (121) (117) (92)

Installationtorque Tinst

ft-lb 25 40 60 110(Nm) (34) (54) (81) (149)

Minimum diameter of hole dh

in 716 916 1116 1316(mm) (111) (143) (175) (206)

Available anchor lengths ℓanch

in 3 3-34 5 3-34 4-12 5-12 7 4-34 6 8-12 10 5-12 8 10(mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254)

Threaded length including dog point ℓthread

in 78 1-58 2-78 1-58 2-38 3-38 4-78 1-12 2-34 5-14 6-34 1-12 4 6(mm) (22) (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) (152)

Unthreaded length ℓunthr

in 2-18 2-18 3-14 4(mm) (54) (54) (83) (102)

Installation embedment hnom

in 2-14 2-38 3-58 3-58 4-12 4-38 5-38(mm) (57) (60) (92) (92) (114) (111) (137)

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 Ifathinnerfasteningthicknessisrequiredincreasetheanchorembedmenttosuit




Table 2 mdash Carbon Steel KWIK Bolt TZ Strength Design InformationSettingInformation Symbol Units

Nominal anchor diameter38 12 58 34

Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)

Effectiveminimum embedment1 hef

in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)

Min member thickness hmin

in 4 5 4 6 6 8 5 6 8 6 8 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203)

Critical edge distance cac

in 4-38 4 5-12 4-12 7-12 6 6-12 8-34 6-34 10 8 9(mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229)

Min edge distancecamin

in 2-12 2-34 2-38 3-58 3-14 4-34 4-18(mm) (64) (70) (60) (92) (83) (121) (105)

forsgein 5 5-34 5-34 6-18 5-78 10-12 8-78

(mm) (127) (146) (146) (156) (149) (267) (225)

Min anchor spacingsmin

in 2-12 2-34 2-38 3-12 3 5 4(mm) (64) (70) (60) (89) (76) (127) (102)

forcgein 3-58 4-18 3-12 4-34 4-14 9-12 7-34

(mm) (92) (105) (89) (121) (108) (241) (197)Min hole depth in concrete ho

in 2-58 2-58 4 3-78 4-34 4-58 5-34(mm) (67) (67) (102) (98) (121) (117) (146)

Min specified yield strength ƒya

lbin2 100000 84800 84800 84800(Nmm2) (690) (585) (585) (585)

Min specified ult strength ƒuta

lbin2 125000 106000 106000 106000(Nmm2) (793) (731) (731) (731)

Effectivetensilestress area Ase

in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)

Steel strength in tension Nsa

lb 6500 10705 17170 25120(kN) (289) (476) (764) (1118)

Steel strength in shear Vsa

lb 3595 5495 8090 13675(kN) (160) (244) (360) (608)

Steel strength in shear seismic Veq

lb 2255 5495 7600 11745(kN) (100) (244) (338) (522)

Steel strength in shear concrete on metal deck2 Vsadeck

lb 213010 3000 4945 460010 604010

NP(kN) (95) (133) (22) (205) (269)

Pullout strength uncracked concrete3 Npuncr

lb 2515NA

5515NA

9145 8280 10680(kN) (112) (245) (407) (368) (475)

Pullout strength cracked concrete3 Npcr

lb 2270NA

4915NA NA

(kN) (101) (219)Pullout strength concrete on metal deck4 Npdeckcr

lb 1460 1460 2620 2000 4645NP

(kN) (65) (65) (117) (89) (207)Anchor category5 1Effectivenessfactorkuncr uncracked concrete 24

Effectivenessfactorkcr cracked concrete6 17ψcN = kuncr kcr

7 141Coefficient for pryout strength kcp 10 20Strength reduction factor Ф for tension steel failure modes8 075

Strength reduction factor Ф for shear steel failure modes8 065

Strength reduction factor Ф for tension con-cretefailuremodesConditionB9 065

Strength reduction factor Ф for shear concrete failure modes 070

1 See Fig 12 NP (not permitted) denotes that the condition is not supported3 NA (not applicable) denotes that this value does not control for

design4 NP (not permitted) denotes that the condition is not supported

Values are for cracked concrete Values are applicable to both static and seismic load combinations

5 See ACI 318 D446 See ACI 318 D522

7 See ACI 318 D5268 TheKB-TZisaductilesteelelementasdefinedbyACI318D19 For use with the load combinations of ACI 318 Chapter 9 Section

92ConditionBapplieswheresupplementaryreinforcementinconformance with ACI 318 D44 is not provided or where pullout or pryout strength governs For cases where the presence of sup-plementary reinforcement can be verified the strength reduction factors associated with Condition A may be used

10 For seismic applications multiply the value of Vsadeck for the 38-inch-diameter by 063 and the 58-inch-diameter by 094




Table 3 mdash Stainless Steel KWIK Bolt TZ Strength Design InformationSettingInformation Symbol Units


Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)


in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)


in 4 5 4 6 6 8 5 6 8 6 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203)


in 4-38 3-78 5-12 4-12 7-12 6 7 8-78 6 10 7 9(mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229)


in 2-12 2-78 2-18 3-14 2-38 4-14 4(mm) (64) (73) (54) (83) (60) (108) (102)

forsgein 5 5-34 5-14 5-12 5-12 10 8-12

(mm) (127) (146) (133) (140) (140) (254) (216)


in 2-14 2-78 2 2-34 2-38 5 4(mm) (57) (73) (51) (70) (60) (127) (102)

forcgein 3-12 4-12 3-14 4-18 4-14 9-12 7


in 2-58 2-58 4 3-34 4-34 4-58 5-34(mm) (67) (67) (102) (95) (121) (117) (146)


lbin2 92000 92000 92000 76125(Nmm2) (634) (634) (634) (525)


lbin2 115000 115000 115000 101500(Nmm2) (793) (793) (793) (700)


in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)


lb 5980 11615 18630 24055(kN) (266) (517) (829) (1070)


lb 4870 6880 9350 12890(kN) (217) (306) (416) (573)

Steel strength in tension seismic2 Neq

lbNA

2735NA NA NA

(kN) (122)Steel strength in shear seismic2 Veq

lb 2825 6880 11835 14615(kN) (126) (306) (526) (650)


lb 2630NA

5760NA NA

12040(kN) (117) (256) (536)


lb 2340 3180NA NA

5840 8110NA

(kN) (104) (141) (260) (361)Anchor category3 1 2 1Effectivenessfactorkuncr uncracked concrete 24

Effectivenessfactorkcr cracked concrete4 17 24 17 17 17 24 17ψcN = kuncr kcr

5 141 100 141 141 141 100 141Coefficient for pryout strength kcp 10 20Strength reduction factor Ф for tension steel failure modes6 075

Strength reduction factor Ф for shear steel failure modes6 065 055 065



1 See Fig 12 NA (not applicable) denotes that this value does not control for design3 See ACI 318 D444 See ACI 318 D5225 See ACI 318 D5266 TheKB-TZisaductilesteelelementasdefinedbyACI318D17 ForusewiththeloadcombinationsofACI318Chapter9Section92ConditionBapplieswheresupplementaryreinforcementin

conformance with ACI 318 D44 is not provided or where pullout or pryout strength governs For cases where the presence of supplementary reinforcement can be verified the strength reduction factors associated with Condition A may be used




Figure 2 mdash Interpolation of Minimum Edge Distance and Anchor Spacing

Figure 3 mdash Installation in Concrete over Metal Deck Floor

Table 4 mdash Mean Axial Stiffness Values (1000 lbin) for KWIK Bolt TZ Carbon and Stainless Steel Anchors in Normal-Weight Concrete1

c a min at s ge

sdesign

cdesign edge distance c

smin at c ge

Concrete condition carbonsteelKB-TZalldiameters stainlesssteelKB-TZalldiametersuncracked concrete 700 120cracked concrete 500 90

1 Mean values shown Actual stiffness may vary considerably depending on concrete strength loading and geometry of application




Allowable Stress DesignDesign values for use with allowable stress design (working stress design) shall be established as follows RallowASD = Rd α where Rd = Ф Rk represents the limiting design strength in tension (Ф Nn ) or shear ( Ф Vn ) as calculated according to ACI 318 D411 and D412

Table 5 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Nonseismic Tension (ASD) Normal-Weight Uncracked Concrete (lb)123456

Diameter hef (in)

Concrete Compressive Strengthƒc = 2500 psi ƒc = 3000 psi ƒc = 4000 psi ƒc = 6000 psi

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1168 1221 1279 1338 1477 1545 1809 1892

122 1576 1576 1726 1726 1993 1993 2441 2441

3-14 2561 2674 2805 2930 3239 3383 3967 4143

583-18 3078 3078 3372 3372 3893 3893 4768 4768

4 4246 4457 4651 4883 5371 5638 6578 6905

343-34 3844 4046 4211 4432 4863 5118 5956 62684-34 4959 5590 5432 6124 6272 7071 7682 8660

1 Singleanchorswithnoedgeoranchorspacingreductionsandnosupplementaryreinforcement(ConditionB)2 Concrete determined to remain uncracked for the life of the anchorage3 StrengthdesignloadcombinationsfromACI318Section92ASDloadcombinationsfromASCE7-05Section24 Forstrengthdesigntherequiredstrength=12D+16LForASDthefactoredload=10D+10LConversionfactorαiscalculatedby

dividingtheACI318requiredstrengthbytheASCE7factoredload5 Assuminga50deadand50livecontributionsα=(12middot05+16middot05)(10middot05+10middot05)=146 ASD=Φconcrete∙Npuncrα=065middotNpuncr 14

Table 6 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Nonseismic Tension (ASD) Normal-Weight Cracked Concrete (lb)12345

Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1054 1086 1155 1190 1333 1374 1633 1683

122 1116 1476 1223 1617 1412 1868 1729 2287

3-14 2282 2312 2500 2533 2886 2886 3535 3582

583-18 2180 2180 2388 2388 2758 2925 3377 3377

4 3157 2711 3458 2970 3994 3430 4891 4201

343-34 2866 3765 3139 4125 3625 4763 4440 58334-34 4085 4085 4475 4475 5168 5168 6329 6329

1 Singleanchorswithnoedgeoranchorspacingreductionsandnosupplementaryreinforcement(ConditionB)2 StrengthdesignloadcombinationsfromACI318Section92ASDloadcombinationsfromASCE7-05Section23 Forstrengthdesigntherequiredstrength=12D+16LForASDthefactoredload=10D+10LConversionfactorαiscalculatedbydivid-

ingtheACI318requiredstrengthbytheASCE7factoredload4 Assuminga50deadand50livecontributionsα=(1205+1605)(1005+1005)=145 ASD=ΦconcreteNpcrα=065Npcr 14




Table 7 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Nonseismic Shear (ASD) Steel (lb)123456

Diameter (in)Allowable Steel Capacity Shear

Carbon Steel Stainless Steel38 1925 253012 2945 368558 4335 529034 7325 8415

1 Single anchors with no edge or anchor spacing reductions and no supplementaryreinforcement(ConditionB)

2 Strength design load combinations from ACI 318 Section 92 ASD load combinationsfromASCE7-05Section2

3 Forstrengthdesigntherequiredstrength=12D+16LForASD thefactoredload=10D+10LConversionfactorαiscalculatedbydividingtheACI318requiredstrengthbytheASCE7factoredload

4 ASD=ФsteelmiddotVsaα=075middotVsa 14

Table 9 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD) Steel (lb)12345




2 Strength design load combinations from ACI 318 Section 92 ASDloadcombinationsfromASCE7-05Section2

3 Forstrengthdesigntherequiredstrength=12D+10EForASD thefactoredload=10D+07EConversionfactorαiscalculatedbydividingtheACI318requiredstrengthbytheASCE7factoredload

4 Assuminga50deadand50earthquakecontributions α=(12middot05+10middot05)(10middot05+07middot05)=1294

5 SeismicASD=ΦsteelmiddotΦseismicmiddotVeqα=075middot075middotVeq1294

Table 8 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD) Normal-Weight Cracked Concrete (lb)12345

Diameter hef (in)

Concrete Compressive Strength2

ƒc = 2500 psi ƒc = 3000 psi ƒc = 4000 psi ƒc = 6000 psiCarbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 774 882 937 966 1082 1115 1225 1366

122 906 1198 992 1312 1146 1515 1297 1856

3-14 1852 1876 2028 2055 2342 2373 2651 2907

583-18 1769 1769 1938 1938 2238 2238 2533 2741

4 2562 2200 2806 2410 3240 2783 3668 3408

343-34 2325 3055 2547 3347 2941 3865 3330 47334-34 3315 3315 3632 3632 4193 4193 4747 5136

1 Singleanchorswithnoedgeoranchorspacingreductionsandnosupplementaryreinforcement(ConditionB)2 StrengthdesignloadcombinationsfromACI318Section92ASDloadcombinationsfromASCE7-05Section23 Forstrengthdesigntherequiredstrength=12D+10EForASDthefactoredload=10D+07EConversionfactorαiscalculatedby

dividingtheACI318requiredstrengthbytheASCE7factoredload4 Assuminga50deadand50earthquakecontributionsα=(12middot05+10middot05)(10middot05+07middot05)=12945 ASD=фconcretemiddotфseismicmiddotNpuncrα=065middot075middotNpuncr 1294




Table 10 - KWIK Bolt TZ Allowable Tension and Shear Loads (ASD) Installed into the Underside of Lightweight Concrete over Metal Deck Slab12

Nominal Anchor

Diameter

Embedment Depth hef

(in)

Tension Nonseismic345

(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635

1 Singleanchorswithnoedgeoranchorspacingreductionsandnosupplementaryreinforcement(ConditionB)2 StrengthdesignloadcombinationsfromACI318Section92ASDloadcombinationsfromASCE7-05Section23 Forstrengthdesigntherequiredstrength=12D+16LForASDthefactoredload=10D+10LConversionfactorαiscalculatedby

dividingtheACI318requiredstrengthbytheASCE7factoredload4 Assuminga50deadand50livecontributionsα=(12middot05+16middot05)(10middot05+10middot05)=145 ASD=ΦconcretemiddotNpdeckcrα=065middotNpdeckcr 146 ASD=ΦsteelmiddotVsdeckα=075middotVsdeck 147 Forstrengthdesigntherequiredstrength=12D+10EForASDthefactoredload=10D+07EConversionfactorαiscalculatedby

dividingtheACI318requiredstrengthbytheASCE7factoredload8 Assuminga50deadand50earthquakecontributionsα=(12middot05+10middot05)(10middot05+07middot05)=12949 ASD=ΦconcretemiddotΦseismicmiddotNpdeckcrα=065middot075middotNpdeckcr 129410 10SeismicASD=ΦconcretemiddotΦseismicmiddotVsdeckα=075middot075middotVsdeck 1294

Figure 4 mdash Bolt Head with Length Identification Mark and KWIK Bolt TZ Head Notch Embossment

Table 11 mdash KWIK Bolt TZ Length Identification System

Length ID marking on bolt head

A B C D E F G H I J K L M N O P Q R S T U V W

Length of anchor ℓanch (in)

From 11frasl2 2 21frasl2 3 31frasl2 4 41frasl2 5 51frasl2 6 61frasl2 7 71frasl2 8 81frasl2 9 91frasl2 10 11 12 13 14 15

Up to but not including

2 21frasl2 3 31frasl2 4 41frasl2 5 51frasl2 6 61frasl2 7 71frasl2 8 81frasl2 9 91frasl2 10 11 12 13 14 15 16




TABLE 12 - KWIK Bolt TZ Design Information in accordance with CSA A233-04 Annex D1

DesignParameter Symbol Units

Nominal anchor diameter Ref38 12 58 34 A233-04

Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075

Effectivemin embedment depth hef min

mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34

Min member thickness hmin mm 102 127 102 152 152 203 127 152 203 152 203 203Critical edge distance cac mm 111 102 140 114 191 152 165 222 171 254 203 229

Minimum edge distancecac mm 64 70 60 92 83 121 105

for s gt mm 127 146 146 156 149 267 225

Minimum anchor spacingsmin mm 64 70 60 89 76 127 102

for c gt mm 92 105 89 121 108 241 197Minimum hole depth in concrete ho mm 67 67 102 98 121 117 146

Min edge distance 1 2 or 3 1 D54cConcrete material resis-tance factor for concrete Фc 065 842

Steel embedment material resistance factor for reinforcement

Фs 085 843

Strength reduction factor for tension steel failure modes

R 080 D54a

Strength reduction factor for shear steel failure modes

R 075 D54a

Strength reduction factor for tension concrete failure modes

R Cond A 115 D54c

R CondB 100 D54c

Strength reduction factor for shear concrete failure modes

R Cond A 115 D54c

R CondB 100 D54c

Yield strength of anchor steel ƒy MPa 690 585 585 585

Ultimate strength of anchor steel ƒut MPa 862 731 731 731

Effectivecross-sectionalarea Ase mm2 336 650 1046 1528

Coefficient for factored concrete breakout resistance in tension

k 7 D626

Modification factor for resistance in tension to account for uncracked concrete

ψcN 14 D626

Factored Steel Resistance in tension Nsr kN 197 323 520 760 D612

Factored Steel Resistance in shear Vsr kN 102 182 299 452 D712c

Factored Steel Resistance in shear seismic

Vsr seismic kN 64 182 299 404

Factored Steel Resistance in shear concrete on metal deck

Vsr deck kN 60 85 140 130 171 Not Permitted

Factored pullout resistance in 20 MPa uncracked concrete

Npr uncr kN 78 NA 171 NA 284 257 332 D632

Factored pullout resistance in 20 MPa cracked concrete

Npr cr kN 71 NA 153 NA NA D632

20 MPa cracked concrete Nprdeck cr kN 45 45 81 62 144 Not Permitted D632

1 For more information please visit wwwhiltica and navigate ServiceDownloads then Technical Downloads and open the Limit States Design Guide

c




TABLE 13 - KWIK Bolt RTZ Design Information in accordance with CSA A233-04 Annex D1



Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216



Anchor category 1 2 or 3 1 D54cConcrete material resis-tance factor for concrete ϕc 065 842

Steel embedment mate-rial resistance factor for reinforcement

ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626






Npr cr kN 82 NA 179 NA NA 374 D632


Npr cr kN 73 99 NA NA 181 252 NA D632


c




1 Hammer drill a hole to the same nominaldiameterastheKWIKBoltTZTheminimumholedepthmustconform with the instructions for use adhered to the packaging and theICC-ESevaluationreportifapplicable The fixture may be used as a drilling template to ensure proper anchor location

2 Clean hole

3 DrivetheKWIKBoltTZintothe hole using a hammer The anchor must be driven until at least 4 threads are below the surface of the fixture

4 Tighten the nut to the installationtorque

3344 KWIK Bolt TZ Anchor Installation Instructions into normal-weight and lightweight concrete




3345 KWIK Bolt TZ Anchor Ordering Information

Description Length (in) Threaded Length (in) Box Quantity

KB-TZ38x3 3 78 50KB-TZ38x3-34 3-34 1-58 50KB-TZ38x5 5 2-78 50KB-TZ12x3-34 3-34 1-58 20KB-TZ12x4-12 4-12 2-38 20KB-TZ12x5-12 5-12 3-38 20KB-TZ12x7 7 4-78 20KB-TZ58x4-34 4-34 1-12 15KB-TZ58x6 6 2-34 15KB-TZ58x8-12 8-12 5-14 15KB-TZ58x10 10 6-34 15KB-TZ34x5-12 5 12 1-12 10KB-TZ34x8 8 4 10KB-TZ34x10 10 6 10

KB-TZSS30438x3 3 78 50KB-TZSS30438x3-34 3-34 1-58 50KB-TZSS30438x5 5 2-78 50KB-TZSS30412x3-34 3-34 1-58 20KB-TZSS30412x4-12 4-12 2-38 20KB-TZSS30412x5-12 5-12 3-38 20KB-TZSS30412x7 7 4-78 20KB-TZSS30458x4-34 4-34 1-12 15KB-TZSS30458x6 6 2-34 15KB-TZSS30458x8-12 8-12 5-14 15KB-TZSS30458x10 10 6-34 15KB-TZSS30434x5-12 5-12 1- 12 10KB-TZSS30434x8 8 4 10KB-TZSS30434x10 10 6 10

KB-TZSS31638x3 3 78 50KB-TZSS31638x3-34 3-34 1-58 50KB-TZSS31612x3-34 3-34 1-58 20KB-TZSS31612x4-12 4-12 2-38 20KB-TZSS31612x5-12 5-12 3-38 20KB-TZSS31658x4-34 4-34 1-12 15KB-TZSS31658x6 6 2-34 15KB-TZSS31634x5-12 5-12 1-12 10KB-TZSS31634x10 10 6 10




Carbon steel with electroplated zincbull CarbonsteelKB-TZanchorshavethefollowingminimumboltfractureloads1

bull CarbonsteelanchorcomponentsplatedinaccordancewithASTMB633toaminimumthicknessof5micrombull NutsconformtotherequirementsofASTMA563GradeAHexbull WashersmeettherequirementsofASTMF844bull Expansionsleeves(wedges)aremanufacturedfromtype316stainlesssteel

Stainless steel bull StainlesssteelKB-TZanchorsaremadeoftype304or316materialandhavethefollowingminimumboltfractureloads1

bull Allnutsandwashersaremadefromtype304ortype316stainlesssteelrespectivelybull NutsmeetthedimensionalrequirementsofASTMF594bull WashersmeetthedimensionalrequirementsofANSIB18221TypeAplainbull ExpansionSleeve(wedges)aremadefromtype316stainlesssteel

1 BoltfractureloadsaredeterminedbytestinginjigaspartofproductQCTheseloadsarenotintendedfordesignpurposesSeeTables2and 3

3342 Material Properties

Anchor Diameter(in)

Shear(lb)

Tension(lb)

38 NA 674412 7419 1124058 11465 1753534 17535 25853

Anchor Diameter(in)

Shear(lb)

Tension(lb)

38 5058 651912 8543 1236458 13938 1910934 22481 24729




3343 Technical Data


tdh

do

anch

unthr

thread

hef hohnom




Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)



in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)

Min hole depth ho

in 2-58 2-58 4 3-34 4-34 4-58 5-34(mm) (67) (67) (102) (95) (121) (117) (146)


in 14 34 14 38 34 18 1-58(mm) (6) (19) (6) (9) (19) (3) (41)


in 2-14 4 2-34 5-58 4-34 4-58 3-58(mm) (57) (101) (70) (143) (121) (117) (92)


ft-lb 25 40 60 110(Nm) (34) (54) (81) (149)


in 716 916 1116 1316(mm) (111) (143) (175) (206)


in 3 3-34 5 3-34 4-12 5-12 7 4-34 6 8-12 10 5-12 8 10(mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254)


in 78 1-58 2-78 1-58 2-38 3-38 4-78 1-12 2-34 5-14 6-34 1-12 4 6(mm) (22) (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) (152)


in 2-18 2-18 3-14 4(mm) (54) (54) (83) (102)


in 2-14 2-38 3-58 3-58 4-12 4-38 5-38(mm) (57) (60) (92) (92) (114) (111) (137)







Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)


in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)


in 4 5 4 6 6 8 5 6 8 6 8 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203)


in 4-38 4 5-12 4-12 7-12 6 6-12 8-34 6-34 10 8 9(mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229)


in 2-12 2-34 2-38 3-58 3-14 4-34 4-18(mm) (64) (70) (60) (92) (83) (121) (105)

forsgein 5 5-34 5-34 6-18 5-78 10-12 8-78

(mm) (127) (146) (146) (156) (149) (267) (225)


in 2-12 2-34 2-38 3-12 3 5 4(mm) (64) (70) (60) (89) (76) (127) (102)

forcgein 3-58 4-18 3-12 4-34 4-14 9-12 7-34


in 2-58 2-58 4 3-78 4-34 4-58 5-34(mm) (67) (67) (102) (98) (121) (117) (146)


lbin2 100000 84800 84800 84800(Nmm2) (690) (585) (585) (585)


lbin2 125000 106000 106000 106000(Nmm2) (793) (731) (731) (731)


in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)


lb 6500 10705 17170 25120(kN) (289) (476) (764) (1118)


lb 3595 5495 8090 13675(kN) (160) (244) (360) (608)


lb 2255 5495 7600 11745(kN) (100) (244) (338) (522)


lb 213010 3000 4945 460010 604010

NP(kN) (95) (133) (22) (205) (269)


lb 2515NA

5515NA

9145 8280 10680(kN) (112) (245) (407) (368) (475)


lb 2270NA

4915NA NA


lb 1460 1460 2620 2000 4645NP



















Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)


in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)


in 4 5 4 6 6 8 5 6 8 6 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203)


in 4-38 3-78 5-12 4-12 7-12 6 7 8-78 6 10 7 9(mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229)


in 2-12 2-78 2-18 3-14 2-38 4-14 4(mm) (64) (73) (54) (83) (60) (108) (102)

forsgein 5 5-34 5-14 5-12 5-12 10 8-12

(mm) (127) (146) (133) (140) (140) (254) (216)


in 2-14 2-78 2 2-34 2-38 5 4(mm) (57) (73) (51) (70) (60) (127) (102)

forcgein 3-12 4-12 3-14 4-18 4-14 9-12 7


in 2-58 2-58 4 3-34 4-34 4-58 5-34(mm) (67) (67) (102) (95) (121) (117) (146)


lbin2 92000 92000 92000 76125(Nmm2) (634) (634) (634) (525)


lbin2 115000 115000 115000 101500(Nmm2) (793) (793) (793) (700)


in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)


lb 5980 11615 18630 24055(kN) (266) (517) (829) (1070)


lb 4870 6880 9350 12890(kN) (217) (306) (416) (573)


lbNA

2735NA NA NA


lb 2825 6880 11835 14615(kN) (126) (306) (526) (650)


lb 2630NA

5760NA NA

12040(kN) (117) (256) (536)


lb 2340 3180NA NA

5840 8110NA















c a min at s ge

sdesign


smin at c ge








Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1168 1221 1279 1338 1477 1545 1809 1892

122 1576 1576 1726 1726 1993 1993 2441 2441

3-14 2561 2674 2805 2930 3239 3383 3967 4143

583-18 3078 3078 3372 3372 3893 3893 4768 4768

4 4246 4457 4651 4883 5371 5638 6578 6905

343-34 3844 4046 4211 4432 4863 5118 5956 62684-34 4959 5590 5432 6124 6272 7071 7682 8660




Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1054 1086 1155 1190 1333 1374 1633 1683

122 1116 1476 1223 1617 1412 1868 1729 2287

3-14 2282 2312 2500 2533 2886 2886 3535 3582

583-18 2180 2180 2388 2388 2758 2925 3377 3377

4 3157 2711 3458 2970 3994 3430 4891 4201

343-34 2866 3765 3139 4125 3625 4763 4440 58334-34 4085 4085 4475 4475 5168 5168 6329 6329






















Diameter hef (in)



Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 774 882 937 966 1082 1115 1225 1366

122 906 1198 992 1312 1146 1515 1297 1856

3-14 1852 1876 2028 2055 2342 2373 2651 2907

583-18 1769 1769 1938 1938 2238 2238 2533 2741

4 2562 2200 2806 2410 3240 2783 3668 3408

343-34 2325 3055 2547 3347 2941 3865 3330 47334-34 3315 3315 3632 3632 4193 4193 4747 5136







Nominal Anchor

Diameter

Embedment Depth hef

(in)


(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole















3343 Technical Data


tdh

do

anch

unthr

thread

hef hohnom




Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)



in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)

Min hole depth ho

in 2-58 2-58 4 3-34 4-34 4-58 5-34(mm) (67) (67) (102) (95) (121) (117) (146)


in 14 34 14 38 34 18 1-58(mm) (6) (19) (6) (9) (19) (3) (41)


in 2-14 4 2-34 5-58 4-34 4-58 3-58(mm) (57) (101) (70) (143) (121) (117) (92)


ft-lb 25 40 60 110(Nm) (34) (54) (81) (149)


in 716 916 1116 1316(mm) (111) (143) (175) (206)


in 3 3-34 5 3-34 4-12 5-12 7 4-34 6 8-12 10 5-12 8 10(mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254)


in 78 1-58 2-78 1-58 2-38 3-38 4-78 1-12 2-34 5-14 6-34 1-12 4 6(mm) (22) (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) (152)


in 2-18 2-18 3-14 4(mm) (54) (54) (83) (102)


in 2-14 2-38 3-58 3-58 4-12 4-38 5-38(mm) (57) (60) (92) (92) (114) (111) (137)







Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)


in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)


in 4 5 4 6 6 8 5 6 8 6 8 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203)


in 4-38 4 5-12 4-12 7-12 6 6-12 8-34 6-34 10 8 9(mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229)


in 2-12 2-34 2-38 3-58 3-14 4-34 4-18(mm) (64) (70) (60) (92) (83) (121) (105)

forsgein 5 5-34 5-34 6-18 5-78 10-12 8-78

(mm) (127) (146) (146) (156) (149) (267) (225)


in 2-12 2-34 2-38 3-12 3 5 4(mm) (64) (70) (60) (89) (76) (127) (102)

forcgein 3-58 4-18 3-12 4-34 4-14 9-12 7-34


in 2-58 2-58 4 3-78 4-34 4-58 5-34(mm) (67) (67) (102) (98) (121) (117) (146)


lbin2 100000 84800 84800 84800(Nmm2) (690) (585) (585) (585)


lbin2 125000 106000 106000 106000(Nmm2) (793) (731) (731) (731)


in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)


lb 6500 10705 17170 25120(kN) (289) (476) (764) (1118)


lb 3595 5495 8090 13675(kN) (160) (244) (360) (608)


lb 2255 5495 7600 11745(kN) (100) (244) (338) (522)


lb 213010 3000 4945 460010 604010

NP(kN) (95) (133) (22) (205) (269)


lb 2515NA

5515NA

9145 8280 10680(kN) (112) (245) (407) (368) (475)


lb 2270NA

4915NA NA


lb 1460 1460 2620 2000 4645NP



















Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)


in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)


in 4 5 4 6 6 8 5 6 8 6 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203)


in 4-38 3-78 5-12 4-12 7-12 6 7 8-78 6 10 7 9(mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229)


in 2-12 2-78 2-18 3-14 2-38 4-14 4(mm) (64) (73) (54) (83) (60) (108) (102)

forsgein 5 5-34 5-14 5-12 5-12 10 8-12

(mm) (127) (146) (133) (140) (140) (254) (216)


in 2-14 2-78 2 2-34 2-38 5 4(mm) (57) (73) (51) (70) (60) (127) (102)

forcgein 3-12 4-12 3-14 4-18 4-14 9-12 7


in 2-58 2-58 4 3-34 4-34 4-58 5-34(mm) (67) (67) (102) (95) (121) (117) (146)


lbin2 92000 92000 92000 76125(Nmm2) (634) (634) (634) (525)


lbin2 115000 115000 115000 101500(Nmm2) (793) (793) (793) (700)


in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)


lb 5980 11615 18630 24055(kN) (266) (517) (829) (1070)


lb 4870 6880 9350 12890(kN) (217) (306) (416) (573)


lbNA

2735NA NA NA


lb 2825 6880 11835 14615(kN) (126) (306) (526) (650)


lb 2630NA

5760NA NA

12040(kN) (117) (256) (536)


lb 2340 3180NA NA

5840 8110NA















c a min at s ge

sdesign


smin at c ge








Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1168 1221 1279 1338 1477 1545 1809 1892

122 1576 1576 1726 1726 1993 1993 2441 2441

3-14 2561 2674 2805 2930 3239 3383 3967 4143

583-18 3078 3078 3372 3372 3893 3893 4768 4768

4 4246 4457 4651 4883 5371 5638 6578 6905

343-34 3844 4046 4211 4432 4863 5118 5956 62684-34 4959 5590 5432 6124 6272 7071 7682 8660




Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1054 1086 1155 1190 1333 1374 1633 1683

122 1116 1476 1223 1617 1412 1868 1729 2287

3-14 2282 2312 2500 2533 2886 2886 3535 3582

583-18 2180 2180 2388 2388 2758 2925 3377 3377

4 3157 2711 3458 2970 3994 3430 4891 4201

343-34 2866 3765 3139 4125 3625 4763 4440 58334-34 4085 4085 4475 4475 5168 5168 6329 6329






















Diameter hef (in)



Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 774 882 937 966 1082 1115 1225 1366

122 906 1198 992 1312 1146 1515 1297 1856

3-14 1852 1876 2028 2055 2342 2373 2651 2907

583-18 1769 1769 1938 1938 2238 2238 2533 2741

4 2562 2200 2806 2410 3240 2783 3668 3408

343-34 2325 3055 2547 3347 2941 3865 3330 47334-34 3315 3315 3632 3632 4193 4193 4747 5136







Nominal Anchor

Diameter

Embedment Depth hef

(in)


(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole

















Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)


in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)


in 4 5 4 6 6 8 5 6 8 6 8 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203)


in 4-38 4 5-12 4-12 7-12 6 6-12 8-34 6-34 10 8 9(mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229)


in 2-12 2-34 2-38 3-58 3-14 4-34 4-18(mm) (64) (70) (60) (92) (83) (121) (105)

forsgein 5 5-34 5-34 6-18 5-78 10-12 8-78

(mm) (127) (146) (146) (156) (149) (267) (225)


in 2-12 2-34 2-38 3-12 3 5 4(mm) (64) (70) (60) (89) (76) (127) (102)

forcgein 3-58 4-18 3-12 4-34 4-14 9-12 7-34


in 2-58 2-58 4 3-78 4-34 4-58 5-34(mm) (67) (67) (102) (98) (121) (117) (146)


lbin2 100000 84800 84800 84800(Nmm2) (690) (585) (585) (585)


lbin2 125000 106000 106000 106000(Nmm2) (793) (731) (731) (731)


in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)


lb 6500 10705 17170 25120(kN) (289) (476) (764) (1118)


lb 3595 5495 8090 13675(kN) (160) (244) (360) (608)


lb 2255 5495 7600 11745(kN) (100) (244) (338) (522)


lb 213010 3000 4945 460010 604010

NP(kN) (95) (133) (22) (205) (269)


lb 2515NA

5515NA

9145 8280 10680(kN) (112) (245) (407) (368) (475)


lb 2270NA

4915NA NA


lb 1460 1460 2620 2000 4645NP



















Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)


in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)


in 4 5 4 6 6 8 5 6 8 6 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203)


in 4-38 3-78 5-12 4-12 7-12 6 7 8-78 6 10 7 9(mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229)


in 2-12 2-78 2-18 3-14 2-38 4-14 4(mm) (64) (73) (54) (83) (60) (108) (102)

forsgein 5 5-34 5-14 5-12 5-12 10 8-12

(mm) (127) (146) (133) (140) (140) (254) (216)


in 2-14 2-78 2 2-34 2-38 5 4(mm) (57) (73) (51) (70) (60) (127) (102)

forcgein 3-12 4-12 3-14 4-18 4-14 9-12 7


in 2-58 2-58 4 3-34 4-34 4-58 5-34(mm) (67) (67) (102) (95) (121) (117) (146)


lbin2 92000 92000 92000 76125(Nmm2) (634) (634) (634) (525)


lbin2 115000 115000 115000 101500(Nmm2) (793) (793) (793) (700)


in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)


lb 5980 11615 18630 24055(kN) (266) (517) (829) (1070)


lb 4870 6880 9350 12890(kN) (217) (306) (416) (573)


lbNA

2735NA NA NA


lb 2825 6880 11835 14615(kN) (126) (306) (526) (650)


lb 2630NA

5760NA NA

12040(kN) (117) (256) (536)


lb 2340 3180NA NA

5840 8110NA















c a min at s ge

sdesign


smin at c ge








Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1168 1221 1279 1338 1477 1545 1809 1892

122 1576 1576 1726 1726 1993 1993 2441 2441

3-14 2561 2674 2805 2930 3239 3383 3967 4143

583-18 3078 3078 3372 3372 3893 3893 4768 4768

4 4246 4457 4651 4883 5371 5638 6578 6905

343-34 3844 4046 4211 4432 4863 5118 5956 62684-34 4959 5590 5432 6124 6272 7071 7682 8660




Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1054 1086 1155 1190 1333 1374 1633 1683

122 1116 1476 1223 1617 1412 1868 1729 2287

3-14 2282 2312 2500 2533 2886 2886 3535 3582

583-18 2180 2180 2388 2388 2758 2925 3377 3377

4 3157 2711 3458 2970 3994 3430 4891 4201

343-34 2866 3765 3139 4125 3625 4763 4440 58334-34 4085 4085 4475 4475 5168 5168 6329 6329






















Diameter hef (in)



Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 774 882 937 966 1082 1115 1225 1366

122 906 1198 992 1312 1146 1515 1297 1856

3-14 1852 1876 2028 2055 2342 2373 2651 2907

583-18 1769 1769 1938 1938 2238 2238 2533 2741

4 2562 2200 2806 2410 3240 2783 3668 3408

343-34 2325 3055 2547 3347 2941 3865 3330 47334-34 3315 3315 3632 3632 4193 4193 4747 5136







Nominal Anchor

Diameter

Embedment Depth hef

(in)


(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole

















Anchor OD doin

(mm)0375 05 0625 075(95) (127) (159) (191)


in 2 2 3-14 3-18 4 3-34 4-34(mm) (51) (51) (83) (79) (102) (95) (121)


in 4 5 4 6 6 8 5 6 8 6 8(mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203)


in 4-38 3-78 5-12 4-12 7-12 6 7 8-78 6 10 7 9(mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229)


in 2-12 2-78 2-18 3-14 2-38 4-14 4(mm) (64) (73) (54) (83) (60) (108) (102)

forsgein 5 5-34 5-14 5-12 5-12 10 8-12

(mm) (127) (146) (133) (140) (140) (254) (216)


in 2-14 2-78 2 2-34 2-38 5 4(mm) (57) (73) (51) (70) (60) (127) (102)

forcgein 3-12 4-12 3-14 4-18 4-14 9-12 7


in 2-58 2-58 4 3-34 4-34 4-58 5-34(mm) (67) (67) (102) (95) (121) (117) (146)


lbin2 92000 92000 92000 76125(Nmm2) (634) (634) (634) (525)


lbin2 115000 115000 115000 101500(Nmm2) (793) (793) (793) (700)


in2 0052 0101 0162 0237(mm2) (336) (650) (1046) (1528)


lb 5980 11615 18630 24055(kN) (266) (517) (829) (1070)


lb 4870 6880 9350 12890(kN) (217) (306) (416) (573)


lbNA

2735NA NA NA


lb 2825 6880 11835 14615(kN) (126) (306) (526) (650)


lb 2630NA

5760NA NA

12040(kN) (117) (256) (536)


lb 2340 3180NA NA

5840 8110NA















c a min at s ge

sdesign


smin at c ge








Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1168 1221 1279 1338 1477 1545 1809 1892

122 1576 1576 1726 1726 1993 1993 2441 2441

3-14 2561 2674 2805 2930 3239 3383 3967 4143

583-18 3078 3078 3372 3372 3893 3893 4768 4768

4 4246 4457 4651 4883 5371 5638 6578 6905

343-34 3844 4046 4211 4432 4863 5118 5956 62684-34 4959 5590 5432 6124 6272 7071 7682 8660




Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1054 1086 1155 1190 1333 1374 1633 1683

122 1116 1476 1223 1617 1412 1868 1729 2287

3-14 2282 2312 2500 2533 2886 2886 3535 3582

583-18 2180 2180 2388 2388 2758 2925 3377 3377

4 3157 2711 3458 2970 3994 3430 4891 4201

343-34 2866 3765 3139 4125 3625 4763 4440 58334-34 4085 4085 4475 4475 5168 5168 6329 6329






















Diameter hef (in)



Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 774 882 937 966 1082 1115 1225 1366

122 906 1198 992 1312 1146 1515 1297 1856

3-14 1852 1876 2028 2055 2342 2373 2651 2907

583-18 1769 1769 1938 1938 2238 2238 2533 2741

4 2562 2200 2806 2410 3240 2783 3668 3408

343-34 2325 3055 2547 3347 2941 3865 3330 47334-34 3315 3315 3632 3632 4193 4193 4747 5136







Nominal Anchor

Diameter

Embedment Depth hef

(in)


(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole


















c a min at s ge

sdesign


smin at c ge








Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1168 1221 1279 1338 1477 1545 1809 1892

122 1576 1576 1726 1726 1993 1993 2441 2441

3-14 2561 2674 2805 2930 3239 3383 3967 4143

583-18 3078 3078 3372 3372 3893 3893 4768 4768

4 4246 4457 4651 4883 5371 5638 6578 6905

343-34 3844 4046 4211 4432 4863 5118 5956 62684-34 4959 5590 5432 6124 6272 7071 7682 8660




Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1054 1086 1155 1190 1333 1374 1633 1683

122 1116 1476 1223 1617 1412 1868 1729 2287

3-14 2282 2312 2500 2533 2886 2886 3535 3582

583-18 2180 2180 2388 2388 2758 2925 3377 3377

4 3157 2711 3458 2970 3994 3430 4891 4201

343-34 2866 3765 3139 4125 3625 4763 4440 58334-34 4085 4085 4475 4475 5168 5168 6329 6329






















Diameter hef (in)



Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 774 882 937 966 1082 1115 1225 1366

122 906 1198 992 1312 1146 1515 1297 1856

3-14 1852 1876 2028 2055 2342 2373 2651 2907

583-18 1769 1769 1938 1938 2238 2238 2533 2741

4 2562 2200 2806 2410 3240 2783 3668 3408

343-34 2325 3055 2547 3347 2941 3865 3330 47334-34 3315 3315 3632 3632 4193 4193 4747 5136







Nominal Anchor

Diameter

Embedment Depth hef

(in)


(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole

















Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1168 1221 1279 1338 1477 1545 1809 1892

122 1576 1576 1726 1726 1993 1993 2441 2441

3-14 2561 2674 2805 2930 3239 3383 3967 4143

583-18 3078 3078 3372 3372 3893 3893 4768 4768

4 4246 4457 4651 4883 5371 5638 6578 6905

343-34 3844 4046 4211 4432 4863 5118 5956 62684-34 4959 5590 5432 6124 6272 7071 7682 8660




Diameter hef (in)


Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 1054 1086 1155 1190 1333 1374 1633 1683

122 1116 1476 1223 1617 1412 1868 1729 2287

3-14 2282 2312 2500 2533 2886 2886 3535 3582

583-18 2180 2180 2388 2388 2758 2925 3377 3377

4 3157 2711 3458 2970 3994 3430 4891 4201

343-34 2866 3765 3139 4125 3625 4763 4440 58334-34 4085 4085 4475 4475 5168 5168 6329 6329






















Diameter hef (in)



Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 774 882 937 966 1082 1115 1225 1366

122 906 1198 992 1312 1146 1515 1297 1856

3-14 1852 1876 2028 2055 2342 2373 2651 2907

583-18 1769 1769 1938 1938 2238 2238 2533 2741

4 2562 2200 2806 2410 3240 2783 3668 3408

343-34 2325 3055 2547 3347 2941 3865 3330 47334-34 3315 3315 3632 3632 4193 4193 4747 5136







Nominal Anchor

Diameter

Embedment Depth hef

(in)


(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole































Diameter hef (in)



Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

Carbon Steel

Stainless Steel

38 2 774 882 937 966 1082 1115 1225 1366

122 906 1198 992 1312 1146 1515 1297 1856

3-14 1852 1876 2028 2055 2342 2373 2651 2907

583-18 1769 1769 1938 1938 2238 2238 2533 2741

4 2562 2200 2806 2410 3240 2783 3668 3408

343-34 2325 3055 2547 3347 2941 3865 3330 47334-34 3315 3315 3632 3632 4193 4193 4747 5136







Nominal Anchor

Diameter

Embedment Depth hef

(in)


(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole
















Nominal Anchor

Diameter

Embedment Depth hef

(in)


(lb)

Tension Seismic789

(lb)

Shear Nonseismic346

(lb)

Shear Seismic7810

(lb) 38 2 680 550 1140 930 12 2 680 550 1607 1310 12 3 14 1215 990 2650 2155 58 3 18 929 755 2465 2005 58 4 2157 1755 3235 2635


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 146 156 149 267 225





Фs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 D626


ψcN 14 D626








Npr uncr kN 78 NA 171 NA 284 257 332 D632





c







Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole


















Anchor OD do

mm 95 127 159 191(in) 0375 05 0625 075


mm 51 51 83 79 102 95 121(in) 2 2 3-14 3-18 4 3-34 4-34



for s gt mm 127 146 133 140 140 254 216





ϕs 085 843


R 080 D54a


R 075 D54a


R Cond A 115 D54c

R CondB 100 D54c


R Cond A 115 D54c

R CondB 100 D54c





k 7 10 7 7 10 7 D626


ψcN 140 100 140 140 100 140 D626








Npr cr kN 73 99 NA NA 181 252 NA D632


c





2 Clean hole
















2 Clean hole




















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