kbii (159-171)

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Canada www.ca.hilti.com

ExpansionCone

Impact Section(Dog Point)

Listings/ApprovalsICC-ES (International Code Council)ER-4627, KB IIER-5224, HCKBCOLA (City of Los Angeles)Research Report No. 25226FM (Factory Mutual)KB II 3/8" x 2 1/4" with Rod CouplerUL (Underwriters Laboratory) No. 203 “Pipe Hangers”(3/8"–3/4" diameters)Metro-Dade CountyApproval # 01-1003.03

Washer

Nut

WedgeDimple

AnchorBody

Collar

Wedges

The Kwik Bolt II is a stud type expansion anchor with asingle piece wedge that performs as three independentwedges if necessary to provide consistent performance ina wide variety of medium-duty applications. Applicablebase materials include concrete, lightweight concrete andgrout filled block.

Product Features

• Impact section (Dog Point) prevents thread damageduring installation

• Independent 3-piece wedge with dimples help prevent anchor from spinning during installation

• Length identification code facilitates quality control & inspection after installation

• Anchor size is same as drill bit size for easy installation

• Comprehensive performance testing to provide high& consistent performance in concrete, lightweightconcrete & grout filled block base materials

• Mechanical expansion allows immediate load application

• Can be installed in bottomless hole, which allowsthe anchor to be driven flush with the surface afteruse. Eliminates cutting bolt heads.

• Can be installed through the fixture, improving productivity

• Comprehensive product offering includes manyhead styles, sizes, carbon steel and stainless steelmaterials for a variety of applications

Guide Specifications

Anchor Expansion anchor shall be wedge type witha single piece three section wedge and zinc plated inaccordance with ASTM B 633. Anchors must meet thedescription of Federal Specification A-A 1923A, Type 4.Anchor will bear a length identification code that isvisible after installation. Anchors shall be Kwik Bolt II asmanufactured by Hilti.

Installation Drill hole with a Hilti carbide tipped TE Bit or matched tolerance diamond core bit. Removedust from the hole with oil free compressed air. Driveanchor into the hole so that at least six threads are below the top of the fixture. Tighten to the recommendedinstallation torque.

4.3.3.2 Material SpecificationsCarbon Steel KB II studs conform to ASTM A 510 with chemical composition of AISI 1038 except all countersunk KB II and KB 3/4" x 12", KB II 1" x 6",KB II 1" x 9" and KB II 1" x 12" which conform to ASTM A 108 with chemical composition of AISI 11L41

Wedges are manufactured from AISI 1010 carbon steel, except KB II 3/4" x 12",KB II 1" x 6", KB II 1" x 9" and KB II 1" x 12" wedges which conform to chemical composition of AISI 304

Nuts are carbon steel conforming to ASTM A 563 Grade A and meet dimensional requirements of ANSI B18.2.2

Washers are carbon steel conforming to SAE 1005-1033 and meet dimensional requirements of ANSI 18.22.1 Type A Plain

All carbon steel parts are zinc plated in accordance with ASTM B 633,Type III Fe/Zn 5

Stainless Steel KB II studs conform to ASTM A 276 or ASTM A 493 with chemical composition of either AISI 304 or 316 1/4" thru 9/16"

over 9/16"

Stainless steel wedges are of equivalent grade as bolts.

Nuts are stainless steel conforming to ASTM F 594 with chemical composition of either AISI 304 or 316 and meeting dimensional requirements of ANSI B18.2.2 to conform with stud material

Washers are AISI 304 or 316 stainless steel conforming to ASTM A 240 to conform with stud material

Note Special Order Kwik Bolt II anchors may be manufactured of AISI 11L41.

Mechanical Propertiesfy min. fu

ksi (MPa) ksi (MPa)

41 (282) 75 (517)75 (517) 90 (620)

N/A N/A

N/A N/A

N/A N/A

N/A N/A

76 (524) 90 (620)64 (441) 76 (524)

KWIK Bolt II Expansion Anchor (KB II) 4.3.3Mechanical Anchoring Systems

159Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458

4.3.3 KWIK Bolt II

4.3.3.1 Product Description

4.3.3.2 Material Specifications

4.3.3.3 Technical Data

4.3.3.4 Installation Instructions

4.3.3.5 Ordering Information

4.3.3.1 Product Description

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4.3.3.3 Technical Data

Kwik Bolt II Specification Table1/4(6.4)

1/41-1/8 2(29) (51)

1-3/8 2-1/4(35) (57)

1-3/4 4-1/2(44) (114)

3/4 3(19) (76)

5/16(7.9)

in.(mm)

in.

in.(mm)

in.(mm)

in.(mm)

in.(mm)

in.(mm)

3/8(9.5)

3/81-5/8 2-1/2(41) (64)

2 2-7/8(51) (73)

2-1/4 7(57) (178)

7/8 / 1-1/8 4(22/28) (102)

7/16(11.1)

1/2(12.7)

1/22-1/4 3-1/2(57) (89)

2-3/4 4(70) (102)

2-3/4 7(70) (178)

1-1/4 3 / 4(32) (76/102)

9/16(14.3)

5/8(15.9)

5/82-3/4 4(70) (102)

3-3/8 4-5/8(86) (118)

3-3/4 10(95) (254)

1-1/2 3-1/2 / 4-1/2

(38) (89/114)

11/16(17.5)

3/4(19.1)

3/43-1/4 4-3/4(83) (121)

4 5-1/2(102) (140)

4-1/4 12(108) (305)

1-1/2 3-1/2 / 5

(38) (89/127)

13/16(20.6)

1(25.4)

14-1/2 6(114) (152)

5-1/2 7(140) (178)

6 12(152) (305)

2-1/4 4-1/2 (57) (114)

1-1/8(28.6)

Bolt SizeDetails

dbit nominal bit diameter1

hmin / hnom minimum/standarddepth of embedment

h1 minimum/standard hole depth

� anchor length min./max.other length available

�th thread length/extra threadlength

dh wedge clearance hole inplate

4 (5.4)

7 (9.5)

4 (5.4)

7 (9.5)

4 (5.4)

4 (5.4)

4 (5.4)

4 (5.4)

20 (27.0)

30 (40.5)

20 (27.0)

25 (33.8)

15 (20.3)

20 (27.0)

15 (20.3)

20 (27.0)

40 (54.1)

75 ( 101)

40 (54.1)

65 (87.8)

25 (33.8)

30 (40.5)

25 (33.8)

30 (40.5)

85 ( 115)

110 ( 149)

85 ( 115)

110 ( 149)

65 (87.8)

75 ( 101)

65 (87.8)

75 ( 101)

150 (203)

200 (270)

150 (203)

235 (318)

135 (182)

150 (203)

120 (162)

130 (176)

235 (318)

450 (608)

250 (338)

450 (608)

—

—

—

—

hmin

hnom

hmin

hnom

hmin

hnom

hmin

hnom

TinstRecommended

Installation Torque 2

Guide Values

ft-lb(Nm)

Normalweight

Concrete

StainlessSteel

CarbonSteel

CarbonSteel

CarbonSteel

LightweightConcrete

GroutFilled Block

h min. base material thickness 3" (76 mm) or 1.3 hef , whichever number is greater

1 Hilti matched tolerance carbide-tipped drill bit (see section 8.4.1) or matched tolerance HILTI DD-B or DD-C diamond core bits (available in diameters from 1/2" to 1").

2 Do not apply any type of lubricant to threads prior to torquing anchor.

Combined Shear and Tension Loading

( Nd )5/3

+ ( Vd )5/3

≤ 1.0 (Ref. Section 4.1.2.7)Nrec Vrec

4.3.3 KWIK Bolt II Expansion Anchor (KB II)Mechanical Anchoring Systems

Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458160



Carbon Steel Kwik Bolt II Allowable Loads in Concrete

1 Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 15%.

2 Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 7%.All other values shown are for shear plane acting through either body or threads.

Shear Through The Threads Shear Through The Bolt Body



Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa)Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shearin. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

1-1/8 270 430 330 430 380 430 470 430(29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9)

1/4 22 560 590 630(6.4) (51) (2.5) 530 (2.6) 530 (2.8) 530 670 530

3-3/42 670 (2.4) 670 (2.4) 670 (2.4) (3.0) (2.4)(95) (3.0) (3.0) (3.0)

1-5/8 530 990 650 1040 750 1100 850 1100(41) (2.4) (4.4) (2.9) (4.6) (3.3) (4.9) (3.8) (4.9)

3/8 2-1/21 1200 1290 1370(9.5) (64) (5.3) 1470 (5.7) 1470 (6.1) 1470 1550 1470

4-1/41 1330 (6.5) 1390 (6.5) 1440 (6.5) (6.9) (6.5)(108) (5.9) (6.2) (6.4)2-1/4 1170 1940 1310 1970 1450 1970 1730 1970(57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8)

1/2 3-1/22 1870 2130 2400(12.7) (89) (8.3) 2450 (9.5) 2450 (10.7) 2450 2800 2450

62 2080 (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9)(152) (9.3) (10.3) (11.3)2-3/4 1600 3070 1870 3070 2130 3070 2670 3070(70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7)

5/8 42 2400 2850 3290(15.9) (102) (10.7) 3840 (12.7) 3840 (14.6) 3840 4190 3840

72 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1)(178) (14.2) (15.4) (16.6)3-1/4 1970 4140 2320 4140 2670 4140 3200 4140(83) (8.8) (18.4) (10.3) (18.4) (11.9) (18.4) (14.2) (18.4)

3/4 4-3/42 2930 4130 4800 5870(19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 5120 (26.1) 5120

82 4000 (22.8) 4930 (22.8) 5870 (22.8) 6320 (22.8)(203) (17.8) (21.9) (26.1) (28.1)4-1/2 3330 7070 4050 7600 4670 8140 5070(114) (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6)

1 6 4930 6000 7070 8400 9200(25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9)

9 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670(229) (29.7) ( 34.1) (38.6) (47.5)




Carbon Steel Kwik Bolt II Ultimate Loads in Concrete

Anchor Diameter in. (mm)

EmbedmentDepth

in. (mm)

1-1/8(29)

22

(51)

3-3/42

(95)

1-5/8(41)

2-1/21

(64)

4-1/41

(108)

2-1/4(57)

3-1/22

(89)

62

(152)

2-3/4(70)

42

(102)

72

(178)

3-1/4(83)

4-3/42

(121)

82

(203)

4-1/2(114)

6(152)

9(229)

Tensionlb (kN)

1000(4.4)

2100(9.3)

2500(11.1)

2000(8.9)

4500(20.0)

5000(22.2)

4400(19.6)

7000(31.1)

7800(34.7)

6000(26.7)

9000(40.0)

12000(53.4)

7400(32.9)

11000(48.9)

15000(66.7)

12500(55.6)

18500(82.3)

25000(111.2)

Shearlb (kN)

1600(7.1)

2000(8.9)

3700(16.5)

5500(24.5)

7250(32.2)

9200(40.9)

11500(51.2)

14200(63.2)

15500(68.9)

19200(85.4)

26500(117.9)

34500(153.5)

Tensionlb (kN)

1230(5.5)

2225(9.9)

2500(11.1)

2450(10.9)

4825(21.5)

5200(23.1)

4925(21.9)

8000(35.6)

8650(38.5)

7000(31.1)

10670(47.5)

13000(57.8)

8700(38.7)

15500(68.9)

18500(82.3)

15200(67.6)

22500(100.1)

28750(127.9)

Shearlb (kN)

1600(7.1)

2000(8.9)

3900(17.3)

5500(24.5)

7360(32.7)

9200(40.9)

11500(51.2)

14200(63.2)

15500(68.9)

19200(85.4)

28500(126.8)

34500(153.5)

Shearlb (kN)

1600(7.1)

2000(8.9)

3900(17.3)

5500(24.5)

7360(32.7)

9200(40.9)

11500(51.2)

14200(63.2)

15500(68.9)

19200(85.4)

30500(135.7)

34500(153.5)

Shearlb (kN)

1600(7.1)

2000(8.9)

3900(17.3)

5500(24.5)

7360(32.7)

9200(40.9)

11500(51.2)

14200(63.2)

15500(68.9)

19200(85.4)

34500(153.5)

Tensionlb (kN)

1430(6.4)

2350(10.5)

2500(11.1)

2825(12.6)

5150(22.9)

5400(24.0)

5450(24.2)

9000(40.0)

9500(402.3)

8000(35.6)

12350(54.9)

14000(62.3)

10000(44.5)

18000(80.1)

22000(97.9)

17500(77.8)

26500(117.9)

32500(144.6)

Tensionlb (kN)

1750(7.8)

2500(11.1)

3200(14.2)

5800(25.8)

6500(28.9)

10500(46.7)

10000(44.5)

15700(69.8)

12000(53.4)

22000(97.9)

23700(105.4)

19000(84.5)

31500(140.1)

40000(177.9)

1/4(6.4)

3/8(9.5)

1/2(12.7)

5/8(15.9)

3/4(19.1)

1(25.4)

2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa)

1 Values shown are for a shear plane acting through the anchor boltbody. When the shear plane is acting through the anchor boltthreads, reduce the shear values by 15%.

2 Values shown are for a shear plane acting through the anchor boltbody. When the shear plane is acting through the anchor boltthreads, reduce the shear value by 7%.

All other values shown are for shear plane acting through eitherbody or threads.

Shear Through The Threads Shear Through The Bolt Body





Kwik Bolt II AISI 304 and 316 Stainless Steel Allowable Loads in Concrete


EmbedmentDepth

in. (mm)

1-1/8(29)

2(51)

3-3/4(95)

1-5/8(41)

2-1/2(64)

4-1/4(108)

2-1/4(57)

3-1/2(89)

6(152)

2-3/4(70)

4(102)

7(178)

3-1/4(83)

4-3/4(121)

8(203)

4-1/2(114)

6(152)

9(229)

Tensionlb (kN)

240(1.1)

470(2.1)

550(2.4)

430(1.9)

930(4.1)

1070(4.8)

850(3.8)

1330(5.9)

1470(6.5)

1250(5.6)

1870(8.3)

2400(10.7)

1550(6.9)

2510(11.2)

2930(13.0)

3120(13.9)

4400(19.6)

5600(24.9)

Shearlb (kN)

560(2.5)

590(2.6)

880(3.9)

1330(5.9)

1810(8.1)

2220(9.9)

2800(12.5)

3330(14.8)

2880(12.8)

4510(20.1)

4800(21.4)

6080(27.0)

7470(33.2)

Tensionlb (kN)

330(1.5)

550(2.4)

490(2.2)

1090(4.8)

1330(5.9)

1070(4.8)

1730(7.7)

1880(8.4)

1600(7.1)

2400(10.7)

3010(13.4)

1950(8.7)

3250(14.5)

3870(17.2)

3870(17.2)

6400(28.5)

8000( 35.59)

Shearlb (kN)

570(2.5)

590(2.6)

1010(4.5)

1330(5.9)

1850(8.2)

2220(9.9)

3070(13.7)

3330(14.8)

3310(14.7)

4650(20.7)

4800(21.4)

6770(30.1)

7470(33.2)

Shearlb (kN)

590(2.6)

1150(5.1)

1330(5.9)

1890(8.4)

2220(9.9)

3330(14.8)

3730(16.6)

4800(21.4)

7470(33.2)

Shearlb (kN)

590(2.6)

1230(5.5)

1330(5.9)

2220(9.9)

3330(12.5)

4800(21.4)

7470(33.2)

Tensionlb (kN)

350(1.6)

550(2.4)

550(2.4)

1250(5.6)

1440(6.4)

1280(5.7)

2130(9.5)

2290(10.2)

1810(8.1)

2930(13.0)

3650(16.2)

2350(10.5)

3870(17.2)

4530(20.2)

4610(20.5)

7200(32.0)

9390(41.77)

Tensionlb (kN)

370(1.6)

550(2.4)

670(3.0)

1440(6.4)

1330(5.9)

2400(10.7)

2720(12.1)

1920(8.5)

3200(14.2)

3650(16.2)

2610(11.6)

4670(20.8)

5120(22.8)

4800(21.4)

7330(32.6)

9390(41.8)

1/4(6.4)

3/8(9.5)

1/2(12.7)

5/8(15.9)

3/4(19.1)

1(25.4)



HCKB (Hilti Ceiling Kwik Bolt) Allowable Loads1

1 Based on using a safety factor of 4.0.

Kwik Bolt II AISI 304 and 316 Stainless Steel Ultimate Loads in Concrete


EmbedmentDepth

in. (mm)

1-1/8(29)

2(51)

3-3/4(95)

1-5/8(41)

2-1/2(64)

4-1/4(108)

2-1/4(57)

3-1/2(89)

6(152)

2-3/4(70)

4(102)

7(178)

3-1/4(83)

4-3/4(121)

8(203)

4-1/2(114)

6(152)

9(229)

Tensionlb (kN)

900(4.0)

1750(7.8)

2070(9.2)

1600(7.1)

3500(15.6)

4000(17.8)

3200(14.2)

5000(22.2)

5500(24.5)

4700(20.9)

7000(31.1)

9000(40.0)

5800(25.8)

9400(41.8)

11000(48.9)

11700(52.0)

16500(73.4)

21000(93.4)

Shearlb (kN)

2100(9.3)

2200(9.8)

3300(14.7)

5000(22.2)

6800(30.2)

8340(37.1)

10500(4.7)

12500(55.6)

10800(48.0)

16900(75.2)

18000(80.1)

22800(101.4)

28000(124.5)

Tensionlb (kN)

1250(5.6)

2070(9.2)

1825(8.1)

4100(18.2)

5000(22.2)

4000(17.8)

6500(28.9)

7050(31.4)

6000(26.7)

9000(40.0)

11300(50.3)

7300(32.5)

12200(54.3)

14500(64.5)

14500(64.5)

24000(106.8)

30000(133.5)

Shearlb (kN)

2150(9.6)

2200(9.8)

3800(16.9)

5000(22.2)

6950(30.9)

8340(37.1)

11500(51.2)

12500(55.6)

12400(55.2)

17450(77.6)

18000(80.1)

25400(113.0)

28000(124.5)

Shearlb (kN)

2200(9.8)

4300(19.1)

5000(22.2)

7100(31.6)

8340(37.1)

12500(55.6)

14000(62.3)

18000(80.1)

28000(124.5)

Shearlb (kN)

2200(9.8)

4600(20.5)

5000(22.2)

8340(37.1)

12500(55.6)

18000(80.1)

28000(124.5)

Tensionlb (kN)

1300(5.8)

2070(9.2)

2050(9.1)

4700(20.9)

5400(24.0)

4800(21.4)

8000(35.6)

8600(38.3)

6800(30.2)

11000(48.9)

13700(60.9)

8800(39.1)

14500(64.5)

17000(75.6)

17300(77.0)

27000(120.1)

35200(156.6)

Tensionlb (kN)

1400(6.2)

2070(9.2)

2500(11.1)

5400(24.0)

5000(22.2)

9000(40.0)

10200(45.4)

7200(32.0)

12000(53.4)

13700(60.9)

9800(43.6)

17500(77.8)

19200(85.4)

18000(80.1)

27500(122.3)

35200(156.6)

1/4(6.4)

3/8(9.5)

1/2(12.7)

5/8(15.9)

3/4(19.1)

1(25.4)




Anchor Embedment 3000 psi (20.7 MPa)Diameter Bolt Material Depth Tension Shear2

in. (mm) in. (mm) lb (kN) lb (kN)

1/4 (6.4) Carbon Steel1-1/8 (29)

450 (2.0) 350 (1.6)Stainless Steel 480 (2.1) 500 (2.2))

3/8 (9.5) Carbon Steel1-5/8 (41)

810 (3.6) 750 (3.3))Stainless Steel 880 (3.9) 1330 (5.9)

Countersunk Kwik Bolt II Allowable Loads in Concrete1


2 Shear values for shear plane acting thru threads of anchor bolt. If acting through theempty shell, reduce loads by 70%.

AnchorDiameterin. (mm)

EmbedmentDepth

in. (mm)

3000 psi (20.7 MPa)Normal Wt. Concrete

3000 psi (20.7 MPa)Lightweight Concrete

Tensionlb (kN)

Shearlb (kN)

Tensionlb (kN)

Shearlb (kN)

1/4(6.4)

1-7/16(37)

675(3.0)

155(0.69)

465(2.1)

145(0.65)



Carbon Steel Kwik Bolt II Allowable Loads in Lightweight Concrete3

1 Values shown are for a shear planeacting through the anchor bolt body.When the shear plane is actingthrough the anchor bolt threads,reduce the shear values by 15%.

2 Values shown are for a shear planeacting through the anchor bolt body.When the shear plane is actingthrough the anchor bolt threads,reduce the shear values by 7%.


Carbon Steel Kwik Bolt II Allowable Loadsin Grout Filled Concrete Masonry Units1, 3, 4, 5, 6, 7

Anchor Embedment f’c=3000 psiDiameter Depth (20.7 Mpa)in. (mm) in. (mm) Tension, lb (kN) Shear, lb (kN)

1/4 (6.4) 2-1/4 (57) 560 (2.5) 490 (2.2)

3/8 (9.5) 2-1/4 (57) 790 (3.5) 1000 (4.4)

1/2 (12.7) 2-1/4 (57) 880 (4.0) 1000 (4.4)

5/8 (15.9) 4-1/2 (114) 1675 (7.4) 2575 (11.4)

Carbon Steel Kwik Bolt II Allowable Loads through the,Ridge of Metal Profile Deck into Lightweight Concrete

1/4 1-1/8 (29) 400 (1.8) 225 (1.0) 295 (1.3) 350 (1.6)(6.4) ≥22 (51) 500 (2.2) 325 (1.4) 390 (1.7) 450 (2.0)3/8 15/8 (41) 775 (3.5) 425 (1.9) 530 (2.4) 625 (2.8)(9.5) ≥2-1/21 (64) 1375 (6.1) 625 (2.8) 810 (3.6) 975 (4.3)1/2 2-1/4 (57) 1400 (6.2) 725 (3.2) 920 (4.1) 1100 (4.9)

(12.7) ≥3-1/22 (89) 2300 (10.2) 1100 (4.9) 1360 (6.1) 1600 (7.1)5/8 2-3/4 (70) 2500 (11.1) 1125 (5.0) 1350 (6.0) 1550 (6.9)

(15.9) ≥42 (102) 3550 (15.8) 1650 (7.3) 1990 (8.9) 2300 (10.2)3/4 3-1/4 ( 83) 3250 (14.5) 1575 (7.0) 1905 (8.5) 2200 ( 9.8)

(19.1) ≥4-3/42 (121) 4700 (20.9) 2200 (9.8) 2750 (12.2) 3250 (14.5)

AnchorDiameterin. (mm)

Embedment Depth

in. (mm)

Shear2000 psi (13.8 MPa)

lb (kN)

Tension2000 psi (13.8 MPa)

lb (kN)


lb (kN)


lb (kN)

1 Values are for Light weight, Mediumweight or Normal weight concretemasonry units conforming to ASTM C 90 with 2000 psi grout conforming to ASTM C 474.

2 Embedment depth is measured fromthe outside face of the concretemasonry unit.

3 Values are for anchors located in thegrouted cell, bed joint, cross web orany combination of the above.

4 For anchors installed in the “T” joint or head joint reduce tension values by 20%.

5 Values for edge distances between 4 inches and 12 inches and between 12 inches and 16 inches can be calculated by linear interpolation.

6 Anchors are limited to one per unitcell.


Anchor Embedment ShearDiameter Depth Tension lb (kN)in. (mm) in. (mm) lb (kN) � to Edge II to Edge

3/8 (9.5) 1-5/8 (41) 425 (1.9) 290 (1.3) 640 (2.8)3 (76) 960 (4.3) 400 (1.8) 960 (4.3)

1/2 (12.7) 2-1/4 (57) 650 (2.9) 355 (1.6) 850 (3.8)4 (102) 1015 (4.5) 415 (1.8) 1355 (6.0)

Allowable Loads Kwik Bolt II at 1-3/4” Edge Distance forAttachment of Sill Plates in ≥ 2000 psi Concrete1, 2



Anchor Embedment Distance Diameter Depth2 from Edge Tension Shearin. (mm) in. (mm) in. (mm) lb (kN) lb (kN)

1-1/8 (29) 4 (101.6) 200 (0.9) 370 (1.6)1/4 ≥12 (304.8)(6.4) 2 (51) 4 (101.6) 410 (1.8) 570 (2.5)

≥12 (304.8)1-5/8 (41) 4 (101.6) 430 (1.9) 850 (3.8)

3/8 ≥12 (304.8)(9.5) 2-1/2 (64) 4 (101.6) 725 (3.2) 1050 (4.7)

≥12 (304.8)2-1/4 (57) 4 (101.6) 750 (3.3) 1050 (4.7)

1/2 ≥12 (304.8) 1400 ( 6.2)(12.7) 3-1/2 (89) 4 (101.6) 975 (4.3) 1050 (4.7)

≥12 (304.8) 1890 (8.4)2-3/4 (70) 4 (101.6) 1100 (4.9) 1050 (4.7)

5/8 ≥12 (304.8) 2120 (9.4)(15.9) 4 (102) 4 (101.6) 1460 (6.5) 1050 (4.7)

12 (304.8) 2120 (9.4)≥16 (406.4) 2600 (11.6)

3-1/4 (83) 4 (101.6) 1450 (6.5) 1050 (4.7)12 (304.8) 2120 (9.4 )

3/4 ≥16 (406.4) 2600 (11.6)(19.1) 4-3/4 (121) 4 (101.6) 1465 (6.5) 1050 (4.7)

12 (304.8) 1620 (7.2) 2120 (9.4 )≥16 (406.4) 3110 (13.8)


1 Installation torques for 3/8 and 1/2 in. diameter anchors set at 1-3/4 in. edge dis-tance are 20 and 40 ft-lb, respectively.




Anchor Spacing and Edge Distance Guidelines 1, 2 (See Anchoring Technology Section 4.1.3)

2.0

1.00.70

scr

smin

Anchor Spacing Adjustment Factor(fA)

1.0

sh Shear &

Tension

1.0

0 1.00.8

ccr

cmin

Anchor Edge Distance AdjustmentFactor for Tension

(fRN)

1.5

ch

1.5

0 1.00.5 0.65 0.85

chmin

3.0

Anchor Edge Distance AdjustmentFactor for Shear

(fRV)

ccr

fRV1

fRV2fRV3

cmin

N

s

c

h

V

s = Actual anchor spacinghmin = Minimum depth of embedmenthnom = Standard depth of embedment

fA = Anchor spacing reduction factor for shear and tension

smin = 1.0 hnom for hef ≥ hnomsc = 2.0hnom

smin = 1.0hef for hmin ≤ hef < hnomscr = 2.0 hef

Figure 1

c = Edge distanceh = Depth of embedment

fRN = Edge distance reduction factor for tensionccr = 1.5 hnom for hef ≥ hnomcmin = 1.0 hnom

ccr = 1.5 hef for hmin ≤ hef < hnomcmin = 1.0 hef

Figure 2

c = Edge distanceh = Depth of embedment

fRV1 = Edge distance reduction factor for shear ⊥ towards edge

fRV2 = Edge distance reduction factor for shear ll to edge

fRV3 = Edge distance reduction factor for shear ⊥ away from edge

ccr = 3.0hmin for hef ≥ hmincmin = 1.5 hmin



Anchor in. 1/4 3/8 1/2 5/8 3/4 1Size (mm) (6.4) (9.5) (12.7) (15.8) (19.1) (25.4)

hmin in. 1-1/8 1-5/8 2-1/4 2-3/4 3-1/4 4-1/2(mm) (29) (41) (59) (70) (83) (114)

Minimum Embedment

Anchor in. 1/4 3/8 1/2 5/8 3/4 1Size (mm) (6.4) (9.5) (12.7) (15.8) (19.1) (25.4)

hnom in. 2 21/2 31/2 4 43/4 6(mm) (51) (64) (89) (102) (121) (152)

Standard Embedment

1 For s and c of anchors with actual embedments between the listed embedments,use linear interpolation.

2 For s and c of anchors with embedments greater than the deepest embedment listed,use value for deepest embedment listed.

Anchor Spacing Adjustment Factors

Edge Distance Adjustment Factors

Figure 1 Figure 2

Load Adjustment Factors for 1/4" and 3/8" Diameter AnchorsAnchor 1/4" diameter 3/8" diameterDiameter

Spacing Edge Distance Edge Distance Shear Spacing Edge Distance Edge Distance ShearAdjustment Tension/Shear, Tension, ⊥ II ⊥ away Tension/Shear, Tension ⊥ II ⊥ away

Factor fA fRN toward to from fA fRN toward to fromedge edge edge edge edge edgefRV1 fRV2 fRV3 fRV1 fRV2 fRV3

Embedment 1 1/8 ≥2 1-1/8 ≥2 ≥ 1-1/8 ≥ 1-1/8 ≥ 1-1/8 1-5/8 ≥ 2-1/2 1 5/8 ≥ 2-1/2 ≥ 1-5/8 ≥ 1-5/8 ≥ 1-5/8Depth, in.

1-1/8 0.70 0.801-5/8 0.83 0.98 0.70 0.801-11/16 0.85 1.00 0.50 0.65 0.85 0.71 0.822 0.93 0.70 0.80 0.59 0.71 0.88 0.77 0.892 -1/4 1.00 0.74 0.85 0.67 0.76 0.90 0.82 0.952-7/16 0.77 0.89 0.72 0.80 0.92 0.85 1.00 0.50 0.65 0.852-1/2 0.78 0.90 0.74 0.81 0.92 0.86 0.70 0.80 0.51 0.65 0.853 0.85 1.00 0.89 0.91 0.97 0.95 0.76 0.88 0.61 0.72 0.883-1/4 0.89 0.96 0.96 0.99 1.00 0.79 0.92 0.67 0.76 0.903-3/8 0.91 1.00 1.00 1.00 0.81 0.94 0.69 0.78 0.913-3/4 0.96 0.85 1.00 0.77 0.83 0.934 1.00 0.88 0.82 0.87 0.954-7/8 0.99 1.00 1.00 1.005 1.00



Spac

ing

(s)/E

dge

Dist

ance

(c),

in.

Load Adjustment Factors for 1/2" and 5/8" Diameter AnchorsAnchor 1/2" diameter 5/8" diameterDiameter



Embedment 2 1/4 ≥3 1/2 2 1/4 ≥3 1/2 ≥ 2 1/4 ≥ 2 1/4 ≥ 2 1/4 2 3/4 ≥ 4 2 3/4 ≥ 4 ≥ 2 3/4 ≥ 2 3/4 ≥ 2 3/4Depth, in.

2 1/4 0.70 0.802 3/4 0.77 0.89 0.70 0.803 3/8 0.85 1.00 0.50 0.65 0.85 0.77 0.893 1/2 0.87 0.70 0.80 0.52 0.66 0.86 0.78 0.914 0.93 0.74 0.86 0.59 0.71 0.88 0.84 0.70 0.98 0.804 1/8 0.95 0.75 0.87 0.61 0.72 0.88 0.85 0.71 1.00 0.81 0.50 0.65 0.854 1/2 1.00 0.79 0.91 0.67 0.76 0.90 0.89 0.74 0.85 0.54 0.68 0.865 1/4 0.85 1.00 0.78 0.84 0.93 0.97 0.79 0.93 0.64 0.74 0.895 1/2 0.87 0.81 0.86 0.94 1.00 0.81 0.95 0.67 0.76 0.906 0.91 0.89 0.91 0.97 0.85 1.00 0.73 0.80 0.926 3/4 0.98 1.00 1.00 1.00 0.91 0.82 0.86 0.957 1.00 0.93 0.85 0.89 0.958 1.00 0.97 0.97 0.998-1/4 1.00 1.00 1.00 1.00

Spac

ing

(s)/E

dge

Dist

ance

(c),

in.

Load Adjustment Factors for 3/4" and 1" Diameter AnchorsAnchor 3/4" diameter 1" diameterDiameter



Embedment 3 3/4 ≥4 3/4 3 3/4 ≥4 3/4 ≥ 3 3/4 ≥ 3 3/4 ≥ 3 3/4 4 1/2 ≥ 6 4 1/2 ≥ 6 ≥ 4 1/2 ≥ 4 1/2 ≥ 4 1/2Depth, in.

3-3/4 0.70 0.804-1/2 0.76 0.88 0.70 0.804-3/4 0.78 0.70 0.91 0.80 0.72 0.825-5/8 0.85 0.76 1.00 0.87 0.50 0.65 0.85 0.78 0.906 0.88 0.78 0.91 0.53 0.67 0.86 0.80 0.70 0.93 0.806-3/4 0.94 0.83 0.97 0.60 0.71 0.88 0.85 0.74 1.00 0.85 0.50 0.65 0.857-1/8 0.97 0.85 1.00 0.63 0.74 0.89 0.88 0.76 0.88 0.53 0.66 0.867-1/2 1.00 0.87 0.67 0.76 0.90 0.90 0.78 0.90 0.56 0.68 0.878 0.91 0.71 0.79 0.91 0.93 0.80 0.93 0.59 0.71 0.889 0.97 0.80 0.85 0.94 1.00 0.85 1.00 0.67 0.76 0.909-1/2 1.00 0.84 0.88 0.95 0.88 0.70 0.79 0.9111-1/4 1.00 1.00 1.00 0.96 0.83 0.88 0.9512 1.00 0.89 0.91 0.9713-1/2 1.00 1.00 1.00

Spac

ing

(s)/E

dge

Dist

ance

(c),

in.

Note: Tables apply for listed embedmentdepths. Reduction factors forother embedment depths must becalculated using equations below.



Spacing — Tension/Shearfor scr>s>cmin

for hmin≤ hef<hnom for hef ≥ hnom

smin = 1.0 hef, scr = 2.0 hef smin = 1.0 hnom, scr = 2.0 hnom

fA = 0.3(s/hef) + 0.4 fA = 0.3(s/hnom) + 0.4

Edge Distance — Tensionfor ccr>c>cmin

for hmin≤ hef<hnom for hef ≥ hnom

omin = 1.0 hef, ocr = 1.5 hef smin = 1.0 hnom, ocr = 1.5 hnom

fRN = 0.4(c/hef) + 0.40 fRN = 0.4(c/hnom) + 0.40

Edge Distance — Shearfor ccr>c>cmin

for hef ≥ hmin

omin = 1.5 hmin, ocr = 3.0 hmin

� toward edge ll or away from edge

fRV1 = 0.333 (c/hmin) fRV2 = 0.23 (c/hmin) + 0.3

� away from edge

fRV3 = 0.1 (c/hmin) + 0.7


4.3.3.4 Installation Instructions

Kwik Bolt II Length Identification System

Kwik Bolt II (Stud Version) Installation Instructions

Hilti Tamper Proof Nut (HTN) Installation Instructions

1. Hammer drill a hole the same nominaldiameter as the Hilti Kwik Bolt II, withor without the fixture in place—theKwik Bolt II works in a “bottomless”hole.

2. Clean hole with blow out bulb. 3. Drive the Hilti Kwik Bolt II far enoughinto the hole so that at least sixthreads are below the top surface ofthe fixture, using a Hilti 2 lb. hammer.

4. Tighten to the recommended torquevalue with a torque wrench, or iftorque wrench is not available, 2 or 3turns from the finger tight position toachieve proper anchor setting.

1. Hammer drill a hole the same nominaldiameter as the Hilti Kwik Bolt II withor without the fixture in place. Cleanhole with a blow out pump or compressed air.

2. Put protective sleeve and tamperproof nut on Kwik Bolt II so impactsection (dog point) is exposed. Driveanchor far enough into the hole sothat at least six threads are below thetop surface of the fixture.

3. Tighten the torque head with ordinarywrench until nut breaks away, leavingonly the free spinning sleeve and tam-per proof fastener.

4. Free turning protective sleeve andtamper proof fastener remain.

��

T U V W X Y Z12 13 14 15 16 17 18

13 14 15 16 17 18 19

TT UU VV WW XX YY ZZ38 39 40

39 40 41

Stamp on Anchor A B C D E F G H I J K L M N O P Q R SFrom 1-1/2 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 6-1/2 7 7-1/2 8 8-1/2 9 9-1/2 10 11

Length of Up ToAnchor But Not 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 6-1/2 7 7-1/2 8 8-1/2 9 9-1/2 10 11 12(inches) Including

Stamp on Anchor AA BB CC DD EE FF GG HH II JJ KK LL MM NN OO PP QQ RR SSFrom 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Length of Up ToAnchor But Not 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38(inches) Including

Length Identification Mark





3. Tap-in

Countersunk Kwik Bolt II Installation Instructions

Kwik Bolt II Rod Coupling Installation Instructions

Hilti Ceiling Kwik Bolt (HCKB) Installation Instructions

1. Drill

1. Drill

5. Tap-in again

3. Tap-in

6. Tighten

4. Tighten

2. Clean

2. Clean

3. Thread Post Nutcompletelyonto anchor.Tap intohole

4. Loosenscrewtwo fullturns

1. Drill 2. Clean4. Pry down-

ward




4.3.3.5 Ordering Information

Hilti Tamper Proof Nuts (HTN)Item No. Description Fits Bolt Size in. Embedment Use With Torque ft-lb Box Qty

00071689 38 HTN 3/8 All All 3/8" HKBII 23 5000071690 12 HTN-M 1/2 ≥ hmin 1/2" HKBII 40 5000071691 12 HTN-SD 1/2 ≥ hnom 1/2" HKBII 65 5000248311 12 HTN-CSM 1/2 ≥ hnom 1/2" HKBII 65 5000071699 58 HTN-SD 5/8 ≥ hnom 5/8" HKBII 110 25

HTN Removal ToolItem No. Description For HTN Size

00070973 HTN Removal Tool 38 3/800260212 HTN Removal Tool 1258 1/2 and 5/8

Standard(SD)

Conical(CSM)

StudStud

Extra Thread Countersunk Rod

Coupling

HCKB1/4" Ceiling

Hanger

HTNTamper Proof

Nut



See chart on following page for

anchor description and ordering information.



1/4 x 1-3/4 3/4 ( 19) 20 00045359 00230984 --- --- --- --- ---

1/4 x 2 (3/16" thread) 7/16 ( 11) 24 --- --- --- 00045427 --- --- ---

1/4 x 2-1/4 3/4 ( 19) 20 00045360 00230985 00238483 --- --- --- 0029630

1/4 x 3 (3/16" thread) 7/16 ( 11) 24 --- --- --- 00045428 00045435 ---

1/4 x 3-1/4 3/4 ( 19) 20 100 00045361 00230986 00238484 --- --- ---

1/4 x 4 (3/16" thread) 7/16 (11) 24 --- --- 00045429 --- ---

1/4 x 4-1/2 3 ( 76) 20 00045378 00045404 --- --- --- ---

1/4 x 5 (3/16" thread) 7/16 ( 11) 24 --- --- 00045431 --- ---

3/8 x 2-1/4 7/8 ( 22) 00045362 00230394 --- 00045431 --- 00045438

1-1/8 ( 28) 00045363 00230395 00238486 00045432 ---

1-3/4 ( 44) 16 00331952 00331962 --- --- ---

1-1/8 ( 28) 00045364 00230396 00238487 --- ---

2-1/2 ( 38) 00331953 00331963 --- --- ---

3/8 x 4 (5/16" thread) 9/16 ( 15) 18 --- --- --- 00045433 00045436

1-1/8 ( 28) 00045365 00230397 --- 00045434

3-1/4 ( 82) 16 00331954 00331964 --- ---

3/8 x 7 4 (101) 00242538 00045405 ---

1/2 x 2-3/4 1-1/4 ( 32) 50 00045366 00229232 ---

1-1/4 ( 32) 00045367 00229223 00238491

2-1/4 ( 57) 00331955 00331965 ---

1-1/4 (32) 00045368 00229077 00238493

3 ( 76) 00331956 00331966 ---

1-1/4 (32) 00045369 00229234 00238492

3 ( 76) 00331957 00331967 ---

1/2 x 7 4 (101) 00045379 00229235 ---

5/8 x 3-3/4 1-1/2 ( 38) 00045370 00045394 00045475

1-1/2 ( 38) 00045371 00045395 00045476

2-1/2 ( 63) 25 00331958 00331968 ---

5/8 x 6 1-1/2 ( 38) 00045372 00045396 00045477

1-1/2 ( 38) 00045373 --- ---

4 (101) 00331959 --- ---

5/8 x 8-1/2 3-1/2 ( 89) 00045380 00045407 ---

5/8 x 10 4-1/2 (114) 00045381 00045408 ---

1-1/2 (38) 00045374 00045398 00045479

2-1/2 (63) 00331960 00331969 ---

1-1/2 (38) 00045375 00045399 00045480

3-1/2 (89) 00331961 00331970 ---

1-1/2 (38) 00045376 00045400 ---

4-1/2 (114) 00332044 --- ---

3/4 x 8 1-1/2 (38) 10 00045377 00045401 ---

--- --- --- --- ---

4-1/2 (114) 00332045 00045409 00045490

3/4 x 12 4-1/2 (114) 00045415 00045410 ---

1 x 6 2-1/4 (57) 00045412 00045402 00045483

1 x 9 2-1/4 (57) 8 5 00045413 00045403 ---

1 x 12 4-1/2 (114) 00045416 00045411 ---

1 With 2" O.D. washer.

2 Round Post Nut heads available by special order.Contact the Hilti Customer Service for details.

Item No.Description Thread 304 316 304Stainless Carbon

Diameter x Length Length Threads Box Carbon Stainless Stainless Carbon Steel Steel Steel Rod HCKBin. in. (mm) per Inch Quantity Steel Steel Steel Countersunk2 Countersunk2 Coupling

3/8 x 3

3/8 x 5

1/2 x 3-3/4

1/2 x 4-1/2

1/2 x 5-1/2

5/8 x 4-3/4

5/8 x 7

3/4 x 4-3/41

3/4 x 5-1/2

3/4 x 7

3/4 x 10

3/8 x 3-3/4

13

11

10

20



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