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Especificaciones Kwik Bolt

Apr 10, 2015

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Mechanical Anchoring Systems

Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.2 Material SpecificationsCarbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads1 Anchor Diameter (in.) 3/8 1/2 5/8 3/4 Shear (lb) NA 7419 11465 17535 Tension (lb) 6744 11240 17535 25853

Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5m. 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 Anchor Diameter (in.) 3/8 1/2 5/8 3/4 Shear (lb) 5058 8543 13938 22481 Tension (lb) 6519 12364 19109 24729

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.

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en espaol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 317

Mechanical Anchoring Systems

4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.3 Technical DataTable 1 Kwik Bolt TZ Specification TableSETTING INFORMATION Anchor O.D. Nominal bit diameter Effective min. embedment Min. hole depth Min. thickness of fixture1 Max. thickness of fixture Installation torque Min. dia. of hole in fixture Available anchor lengths Threaded length including dog point Unthreaded length Installation embedment Symbol do d bit h ef ho t min t max T inst dh Units in. (mm) in. in. (mm) in. (mm) in. (mm) in. (mm) ft-lb (Nm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 3 (76) 7/8 (22) 3/8 0.375 (9.5) 3/8 2 (51) 2-5/8 (67) 1/4 (6) 2-1/4 (57) 25 (34) 7/16 (11.1) 2 (51) 2-5/8 (67) 3/4 (19) 4 (101) 40 (54) 9/16 (14.3) Nominal anchor diameter (in.) 1/2 5/8 0.5 0.625 (12.7) (15.9) 1/2 3-1/4 (83) 4 (102) 1/4 (6) 2-3/4 (70) 3-1/8 (79) 3-3/4 (95) 3/8 (9) 5-5/8 (143) 60 (81) 11/16 (17.5) 5-1/2 (140) 1-1/2 (38) 5/8 4 (102) 4-3/4 (121) 3/4 (19) 4-3/4 (121) 3-3/4 (95) 4-5/8 (117) 1/8 (3) 4-5/8 (117) 110 (149) 13/16 (20.6) 8 (203) 4 (102) 4 (102) 10 (254) 6 (152)

3/4 0.75 (19.1) 3/4 4-3/4 (121) 5-3/4 (146) 1-5/8 (41) 3-5/8 (92)

anch

thread

unthr

h nom

3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8-1/2 10 (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) 1-5/8 2-7/8 1-5/8 2-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) 2-1/8 2-1/8 3-1/4 (54) (54) (83) 2-1/4 2-3/8 3-5/8 3-5/8 4-1/2 (57) (60) (92) (92) (114)

4-3/8 (111)

5-3/8 (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. If a thinner fastening thickness is required, increase the anchor embedment to suit.

Figure 1 Kwik Bolt TZ installed

thread

dh

t

anch

unthr

do

h ef h nom h o

318 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en espaol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008

Mechanical Anchoring Systems

Kwik Bolt TZ Expansion Anchor 4.3.4

Table 2 Carbon Steel Kwik Bolt TZ Strength Design InformationDESIGN INFORMATION Anchor O.D. Effective min. embedment1 Min. member thickness Critical edge distance Symbol Units do h ef h min c ac ca,min Min. edge distance for s s min Min. anchor spacing for c in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lb/in2 (N/mm2) lb/in2 (N/mm2) in2 (mm2) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/8 0.375 (9.5) 2 (51) 4 5 (102) (127) 4-3/8 4 (111) (102) 2-1/2 (64) 5 (127) 2-1/2 (64) 3-5/8 (92) 2-5/8 (67) 100000 (690) 125000 (862) 0.052 (33.6) 6500 (28.9) 3595 (16.0) 2255 (10.0) 2130 (9.5) 2515 (11.2) 2270 (10.1) 1460 (6.5) Nominal anchor diameter 5/8 0.625 (15.9) 2 3-1/4 3-1/8 4 (51) (83) (79) (102) 4 6 6 8 5 6 8 (102) (152) (152) (203) (127) (152) (203) 5-1/2 4-1/2 7-1/2 6 6-1/2 8-3/4 6-3/4 (140) (114) (191) (152) (165) (222) (171) 2-3/4 2-3/8 3-5/8 3-1/4 (70) (60) (92) (83) 5-3/4 5-3/4 6-1/8 5-7/8 (146) (146) (156) (149) 2-3/4 2-3/8 3-1/2 3 (70) (60) (89) (76) 4-1/8 3-1/2 4-3/4 4-1/4 (105) (89) (121) (108) 2-5/8 4 3-7/8 4-3/4 (67) (102) (98) (121) 84800 84800 (585) (585) 106000 106000 (731) (731) 0.101 0.162 (65.0) (104.6) 10705 17170 (47.6) (76.4) 6405 10555 (28.5) (47.0) 6405 10555 (28.5) (47.0) 3000 4945 4600 6040 (13.3) (22) (20.5) (26.9) 5,515 9,145 NA NA (24.5) (40.7) 4,915 NA NA (21.9) 1460 2620 2000 4645 (6.5) (11.7) (8.9) (20.7) 1 24 17 1.41 1/2 0.5 (12.7) 0.75 0.65 0.65 0.70 7 8 9 See ACI 318 D.5.2.6. The KB-TZ is a ductile steel element as defined by ACI 318 D.1. 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 be verified, the strength reduction factors associated with Condition A may be used.

Min. hole depth ho in concrete Min. specified fy yield strength Min. specified fu ult. strength Effective tensile A se stress area Steel strength N sa in tension Steel strength Vsa in shear Steel strength in V s,seis shear, seismic Steel strength in shear, Vs,deck concrete on metal deck 2 Pullout strength N p,uncr uncracked concrete 3 Pullout strength N p,cr cracked concrete 3 Pullout strength concrete N p,deck,cr on metal deck 4 Anchor category 5 Effectiveness factor k uncr uncracked concrete Effectiveness factor k cr cracked concrete 6 7 c,N = k uncr /k cr Strength reduction factor for tension, steel failure modes 8 Strength reduction factor for shear, steel failure modes 8 Strength reduction factor for tension, concrete failure modes, Condition B 9 Strength reduction factor for shear, concrete failure modes 1 2 3 4

3/4 0.75 (19.1) 3-3/4 (95) 6 8 (152) (203) 10 8 (254) (203) 4-3/4 (121) 10-1/2 (267) 5 (127) 9-1/2 (241) 4-5/8 (117) 84800 (585) 106000 (731) 0.237 (152.8) 25120 (111.8) 15930 (70.9) 14245 (63.4) NP 8,280 (36.8) NA NP

4-3/4 (121) 8 (203) 9 (229) 4-1/8 (105) 8-7/8 (225) 4 (102) 7-3/4 (197) 5-3/4 (146)

10,680 (47.5)

5 6

See Fig. 1. NP (not permitted) denotes that the condition is not supported. NA (not applicable) denotes that this value does not control for design. 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. See ACI 318 D.4.4. See ACI 318 D.5.2.2.

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en espaol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 319

Mechanical Anchoring Systems

4.3.4 Kwik Bolt TZ Expansion AnchorTable 3 Stainless Steel Kwik Bolt TZ Strength Design InformationDESIGN INFORMATION Anchor O.D. Effective min. embedment1 Min. member thickness Critical edge distance Symbol Units do h ef h min c ac ca,min Min. edge distance for s s min Min. anchor spacing for c in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lb/in 2 (N/mm 2) lb/in 2 (N/mm 2) in 2 (mm 2) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/8 0.375 (9.5) 2 (51) 4 5 (102) (127) 4-3/8 3-7/8 (111) (98) 2-1/2 (64) 5 (127) 2-1/4 (57) 3-1/2 (89) 2-5/8 (67) 92000 (634) 115000 (793) 0.052 (33.6) 5980 (26.6) 4870 (21.7) NA 2825 (12.6) 2630 (11.7) 2340 (10.4) Nominal anchor diameter 5/8 0.625 (15.9) 2 3-1/4 3-1/8 4 (51) (83) (79) (102) 4 6 6 8 5 6 8 (102) (152) (152) (203) (127) (152) (203) 5-1/2 4-1/2 7-1/2 6 7 8-7/8 6 (140) (114) (191) (152) (178) (225) (152) 2-7/8 2-1/8 3-1/4 2-3/8 (73) (54) (83) (60) 5-3/4 5-1/4 5-1/2 5-1/2 (146) (133) (140) (140) 2-7/8 2 2-3/4 2-3/8 (73) (51) (70) (60) 4-1/2 3-1/4 4-1/8 4-1/4 (114) (83) (105) (108) 2-5/8 4 3-3/4 4-3/4 (67) (102) (95) (121) 92000 92000 (634) (634) 115000 115000 (793) (793) 0.101 0.162 (65.0) (104.6) 11615 18630 (51.7) (82.9) 6880 11835 (30.6) (52.7) 2,735 NA NA (12.2) 6880 11835 (30.6) (52.6) 5760 NA NA (25.6) 3180 5840 NA NA (14.1) (26.0) 1 24 24 17 17 17 1.00 1.41 1.41 1.41 1/2 0.5 (12.7) 0.75 0.65 0.65 0.70

3/4 0.75 (19.1) 3-3/4 (95)

4-3/4 (121)

Min. hole depth ho in concrete Min. specified fy yield strength Min. specified fu ult. strength Effective tensile A se stress area Steel strength N sa in tension Steel strength V sa in shear Steel strength in tension, N sa,seis seismic 2 Steel strength in shear, V sa,seis seismic 2 Pullout strength N pn,uncr uncracked concrete 2 Pullout strength cracked N pn,cr concrete 2 Anchor category 3 Effectiveness factor k uncr uncracked concrete Effectiveness factor k cr cracked concrete 4 5 c,N = k uncr /k cr Strength reduction factor for tension, steel failure modes 6 Strength reduction factor for shear, steel failure modes 6 Strength reduction factor for tension, concrete failure modes, Condition B 7 Strength reduction factor for shear, concrete failure modes 1 2 3 4 5 6 7

6 8 (152) (203) 10 7 9 (254) (178) (229) 4-1/4 4 (108) (102) 10 8-1/2 (254) (216) 5 4 (127) (102) 9-1/2 7 (241) (178) 4-5/8 5-3/4 (117) (146) 76125 (525) 101500 (700) 0.237 (152.8) 24055 (107.0) 20050 (89.2) NA 14615 (65.0) NA 8110 (36.1) 12040 (53.6) NA

17 1.41

24 1.00

17 1.41

See Fig. 1. NA (not applicable) denotes that this value does not control for design. See ACI 318 D.4.4. See ACI 318 D.5.2.2. See A

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