kb3 2005 ptg supplement-rev2

Raising the industry standard…again.

1-800-879-8000 US www.us.hilti.com1-800-363-4458 Canada www.ca.hilti.com

Kwik Bolt 32005 Product Technical Guide

Supplement

1Anchoring Systems

1.1 Product Description1 Kwik Bolt 3

Product Features 1.1 Product Description● 1.2 Material Specification

1.3 Technical Data● 1.4 Installation Instructions

1.5 Ordering Information

●

●

●Nut

●Washer

●

Anchor

Installation Thread

Anchor Body

Expansion Sleeve

(Wedges)

Listings and Approvals●

●●●●

Visit Hilti OnlineUS www.us.hilti.com

● Qualified under an NQA-1 Nuclear Quality Program Canada www.ca.hilti.com

Impact Section

Expansion Cone

(Dog Point)

Mechanical expansion allows immediate load application.

Drill hole in concrete, structural lightweight concrete, or grout filled concrete block using a Hilti carbide tipped drill bit and a Hilti rotary hammer drill. Remove dust from the hole with oil free compressed air. Alternately for 1/2, 5/8, 3/4, and 1 inch diameter Kwik Bolt 3 anchors, the hole may be drilled using a matched tolerance Hilti DD-B or DD-C wet diamond core bit for anchoring applications. The slurry must be flushed from the diamond cored hole prior to anchor installation. The minimum hole depth must exceed the anchor embedment prior to torquing by one hole diameter. Drive the anchor into the hole using a hammer. A minimum of six threads must be below the surface of the fixture. Tighten the nut to the recommended installation torque.

Kwik Bolt 3 Expansion Anchor

Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses.

The Kwik Bolt 3 (KB3) is a torque controlled expansion anchor, which provides consistent performance for a wide range of mechanical anchor applications. This anchor series is available in carbon steel with zinc electroplated coating, carbon steel with hot dipped galvanized coating, 304 stainless steel and 316 stainless steel versions.The threaded stud version of the anchor is available in a variety of diameters ranging from 1/4" to 1" depending on the steel and coating type. Applicable base materials include normal weight concrete, structural lightweight concrete, lightweight concrete over metal deck and concrete grout filled masonry.

Length identification code facilitates quality control and inspection after installation.

Anchor size is same as drill bit size for easy installation. For temporary applications anchors may be driven into drilled holes after usage.

Raised impact section (Dog Point) prevents thread damage during installation.

International Code Council (ICC-ES) Evaluation Service Report ESR-1385 Seismically recognized under AC01 dated April 2002City of Los Angeles Report (COLA) - approval pendingUL 203, Pipe Hanger Equipment for Fire Protection ServicesFM Approval Standard Pipe Hanger Component for Automatic SprinklerMetropolitan Dade Notice of Product Approval - approval pending

(Please refer to the reports to verify that the anchor type and diameter specified is included)

Anchor: Expansion anchors shall be Kwik Bolt 3 (KB3) supplied by Hilti, Inc. meeting the description in Federal Specification A-A 1923A, Type 4 and shall bear a length identification mark visible after installation. Anchor bodies shall be manufactured to meet one of the following conditions: 1. The carbon steel electroplated anchor coating shall conform to ASTM B633 with a minimum thickness of 5µm. 2. The carbon steel hot dipped galvanized anchor body, nut and washer coating shall conform to ASTM A 153, Class C. The expansion sleeve conforms to AISI 316. 3. Anchor body, nut and washer conform to AISI 304. The expansion sleeve conforms to AISI 316. 4. Anchor body, nut, washer and expansion sleeve conform to AISI 316.

Guide SpecificationsConsistent performance in concrete, lightweight concrete, lightweight over metal deck and grout filled concrete block base materials.Anchors tested to combined tension and shear load requirements as defined by ACI 318-02 Appendix-D.

US: 1-800-879-8000 / www.us.hilti.com | HILTI Product Technical Guide 2005 | Canada: 1-800-363-4458 / www.ca.hilti.com 1

1 Kwik Bolt 3 Expansion AnchorAnchoring Systems

Carbon steel with electroplated zinc● All Carbon Steel Kwik Bolt 3, Long Thread Kwik Bolt 3 and Rod Coupling Anchors, excluding the 3/4 x 12 and 1 inch diameter

●

●

● Nuts conform to the requirements of ASTM A 563, Grade A, Hex.● Washers meet the requirements of ASTM F 844. ● Expansion sleeves (wedges) are manufactured from carbon steel with the following exceptions:

► All 1/4 in. diameter anchors, excluding the post-nut series, have stainless steel wedges.► The KB3 3/4x12 has stainless steel wedges.► All 1 in. diameter anchors have stainless steel wedges .

Carbon steel with hot-dip galvanized (HDG) coating●

● Carbon steel anchor components hot-dip galvanized according to ASTM A 153, class C (43µ m min.) . ● Nuts conform to the requirements of ASTM A 563, Grade A, Hex.● Washers meet the requirements of ASTM F 844. ● Expansion sleeves (wedges) are manufactured from stainless steel.

Stainless Steel●

●

● Nuts meet the dimensional requirements of ASTM F 594.● Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain.● Expansion Sleeve for AISI 304 and 316 anchors are made from AISI 316, all nuts and washers for AISI 304 and 316

anchors are manufactured from AISI 304 and 316, respectively.

Anchor bodies smaller than 3/4", excluding countersun Kwik Bolt Series, are produced from AISI 304 or 316 stainless steel meeting a minimum fracture load after forming:

Refer to Section 4.1.2.7 of 2005 Hilti Product Technical Guide

Combined Shear and Tension Loading

Anchor bodies 3/4" and larger and all stainless steel countersunk Kwik Bolt series are produced from AISI 304 or 316 stainless steel having minimum mechanical properties:

1.2 Material Specification

sizes, have the following minimum tensile bolt fracture loads:

Anchor bodies manufactured from carbon steel meeting a minimum fracture load after forming:

All 3/4 x 12, 1 inch diameter sizes and countersunk Kwik Bolt anchors have anchor bodies with the following minimum mechanical propertiesCarbon steel anchor components plated in accordance with ASTM B 633 to a minimum thickness of 5µm.

0.13

53

5

≤⎟⎟⎠

⎞⎜⎜⎝

⎛+⎟⎟

⎠

⎞⎜⎜⎝

⎛

rec

d

rec

d

VV

NN

Anchor Diameter 1/4” 3/8” 1/2” 5/8” 3/4” Fracture Load min. 2900 lbs 7200 lbs 12400 lbs 19600 lbs 28700 lbs

Anchor Diameter 1/2” 5/8” 3/4” Fracture Load min. 12400 lbs 19600 lbs 28700 lbs

Anchor Diameter 1/4” 3/8” 1/2” 5/8” Fracture Load min. 2900 lbs 7200 lbs 12400 lbs 21900 lbs

Refer to Kwik Bolt 3 Specification table under Section 1.3, for a listing and specification of anchor specific and installation variables.

See Kwik Bolt 3 anchor product line table under Section 1.5 for full list of anchor length ( ) and thread length ( th ) configurations.

Anchor Diameter ≤ 5/8” ≥ 3/4” Tensile Strength 105 ksi min. 88 ksi min. Yield Strength 90 ksi min. 75 ksi min.

Anchor Diameter < 5/8” ≥ 3/4” Tensile Strength 90 ksi min. 76 ksi min. Yield Strength 76 ksi min. 64 ksi min.

2 US: 1-800-879-8000 / www.us.hilti.com | HILTI Product Technical Guide 2005 | Canada: 1-800-363-4458 / www.ca.hilti.com

1Anchoring Systems

Bolt Size in.Details (mm)

dbit nominal bit diameter2 in.in. 1 1/8 3 1 5/8 3 1/2 2 1/4 4 3/4

(mm) (29) (76) (41) (89) (57) (121)h1 in. 1 3/8 3 1/4 2 3 7/8 2 3/4 5 1/4

(mm) (35) (83) (51) (98) (70) (133)in.

(mm)Normal ft-lbweight and (Nm)Lightweight ft-lbconcrete (Nm)Grout filled ft-lbBlock (Nm)

h Min. base material thickness in.

Bolt Size in.Details (mm)

dbit nominal bit diameter2 in.

in. 2 3/4 5 1/2 3 1/4 6 1/23 4 1/2 9(mm) (70) (140) (83) (165) (114) (229)

h1 in. 3 3/8 6 1/8 4 6 4/5 5 1/2 10(mm) (86) (156) (102) (173) (140) (254)

in.(mm)

Normal ft-lbweight and (Nm)Lightweight ft-lbconcrete (Nm)Grout filled ft-lbBlock (Nm)

h Min. base material thickness in.1

2 Loads for Kwik Bolt 3 are applicable for both carbide drill bits (see section 8.4.1 of 2005 Hilti Product Technical Guide)

and matched tolerance Hilti DD-B or DD-C diamond core bits in sizes ranging from 1/2 inch to 1inch .3

Kwik Bolt 3 Specification Tables11.3 Technical Data

235(319)

250(339)

1 1/8(29)

9/16(14)

1

6

7(178)

(152)

150(203)120

(163)

13/16(21)150

(203)

(115)65

(88)

3/4(19.1)

3/4

4 3/4(121)5 1/2(140)

4(102)4 5/8

85(115)

(117)

(25.4)

40(54)40

(54)

1

25(34)

(89)4

(102)

1/2(12.7)

1/23 1/2

(20)

7/16(11)20

(27)20

(27)15

(64)2 7/8(73)

3/8(9.5)3/8

2 1/2

1/4

6

2(51)2 1/4

(8)5/16

(6.4)1/4

(57)

Carbon Steel

11/16(17)

hmin / hnom / hdeep

3 in. (76mm) or 1.3 hef, whichever is greater

Tinst

Recommended installation

torqueSteel

CarbonSteel

Stainless Zinc / HDG

85

minimum / standard / deep embedment

minimum / standard / deep hole depth

Tinst Carbon SteelZinc / HDG

dh wedge clearance hole in plate

Recommended installation

torque Carbon

hmin / hnom / hdeep

Steel

Stainless Steel

Kwik Bolt 3 Expansion Anchor

dh wedge clearance hole in plate

3 in. (76mm) or 1.3 hef, whichever is greater

minimum / standard / deep embedment

(5.4)

(5.4)

See Kwik Bolt 3 anchor product line table under section 1.5 for full list of anchor length ( ) and thread length ( th ) configurations.

Deep embedment depth for stainless steel Kwik Bolt 3 anchor is 8 inch (203 mm).

minimum / standard / deep hole depth

4

-

5/8

5/8(15.9)

4(8.1)



Tension Shear2 Tension Shear2 Tension Shear2 Tension Shear2

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

1 1/8 300 365 430 550(29) (1.3) (1.6) (1.9) (2.4)

2 635 530 715 530 800 530 530(51) (2.8) (2.4) (3.2) (2.4) (3.6) (2.4) 845 (2.4)

3 755 795 840 (3.8)(76) (3.4) (3.5) (3.7)1 5/8 730 1135 910 1275 1095 1420 1090(41) (3.2) (5) (4) (5.7) (4.9) (6.3) (4.8)2 1/2 1260 1555 1850 2060(64) (5.6) (6.9) (8.2) (9.2) (6.5)3 1/2 1580 1770 1965 2150(89) (7) (7.9) (8.7) (9.6)2 1/4 1235 2235 1430 2485 1620 2735 1975(57) (5.5) (9.9) (6.4) (11.1) (7.2) (12.2) (8.8)3 1/2 1930 2185 2440 3240(89) (8.6) (9.7) (10.9) (14.4)4 3/4 2135 2355 2575 3620(121) (9.5) (10.5) (11.5) (16.1)2 3/4 1920 3800 2065 3935 2210 4070 2830(70) (8.5) (16.9) (9.2) (17.5) (9.8) (18.1) (12.6)

4 2660 3020 3385 4770(102) (11.8) (13.4) (15.1) (21.2) (21.7)5 1/2 3285 (21.7) 3695 (21.7) 4100 (21.7) 5325(140) (14.6) (16.4) (18.2) (23.7)3 1/4 2120 4090 2425 4900 2730 5710 3785 5710(83) (9.4) (18.2) (10.8) (21.8) (12.1) (25.4) (16.8) (25.4)4 3/4 3240 4260 5285 6155(121) (14.4) 5340 (18.9) 5340 (23.5) (27.4)6 1/2 4535 (23.8) 5860 (23.8) 7185 (32.6) 7005 (32.6)(165) (20.2) (26.1) (32) (31.2)4 1/2 3330 7070 4050 7600 4670 8140 5070(114) (14.8) (31.4) (18) (33.8) (20.8) (36.2) (22.6)

6 4930 6000 7070 8400(152) (21.9) (26.7) (31.4) (37.4)

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

3 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 10%.4 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 20%.5 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 27%.

9200(40.9)

9200(40.9)

9200(40.9)

30205

14603 14603 14603

(6.4) 1/4

(25.4)

(15.9)

(6.5)

(19.1)

(6.5)

1/2

(6.5)

1

Carbon Steel Kwik Bolt 3 Allowable Loads in Concrete1

Anchor diameter

Embedment depth

f 'c= 2000 psi f 'c= 3000 psi f 'c= 4000 psi f 'c= 6000 psi

3/8(9.5)

(13.4)

9200

(13.4)

14603

48854

(40.9)

30205

3/4

(13.4)30205(12.7)

5/8

30205

(13.4)

anchor threads.

1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation.

2 Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the

488544885448854

7325573255


Kwik Bolt 3 Expansion Anchor 1Anchoring Systems



1 1/8 1120 1370 1615 2060(29) (5) (6.1) (7.2) (9.2)

2 2375 2690 3000(51) (10.6) (8.9) (12) (8.9) (13.3) (8.9) 3165 (8.9)

3 2830 2990 3150 (14.1)(76) (12.6) (13.3) (14)1 5/8 2740 4250 3420 4790 4100 5328 4095(41) (12.2) (18.9) (15.2) (21.3) (18.2) (23.7) (18.2)2 1/2 4720 5830 6935 7730(64) (21) (25.9) (30.8) (34.4) (24.4)3 1/2 5925 6645 7365 8055(89) (26.4) (29.6) (32.8) (35.8)2 1/4 4635 8380 5355 9320 6075 10260 7410(57) (20.6) (37.3) (23.8) (41.5) (27) (45.6) (33)3 1/2 7240 8195 9145 12140(89) (32.2) (36.5) (40.7) (54)4 3/4 8000 8830 9655 13585(121) (35.6) (39.3) (42.9) (60.4)2 3/4 7210 14250 7750 14760 8285 15265 10615(70) (32.1) (63.4) (34.5) (65.7) (36.9) (67.9) (47.2)

4 9975 11335 12690 17890(102) (44.4) 183154 (50.4) 183154 (56.4) 183154 (79.6)5 1/2 12315 (81.5) 13850 (81.5) 15385 (81.5) 19970(140) (54.8) (61.6) (68.4) (88.8)3 1/4 7955 15335 9100 18375 10245 21410 14185 21410(83) (35.4) (68.2) (40.5) (81.7) (45.6) (95.2) (63.1) (95.2)4 3/4 12150 15985 19820 23085(121) (54) 20030 (71.1) 20030 (88.2) 274755 (102.7) 274755

6 1/2 17000 (89.1) 21970 (89.1) 26935 (122.2) 26260 (122.2)(165) (75.6) (97.7) (119.8) (116.8)4 1/2 12500 26500 15200 28500 17500 30500 19000(114) (55.6) (117.9) (67.6) (126.8) (77.8) (135.7) (84.5)

6 18500 22500 26500 31500(152) (82.3) 34500 (100.1) 34500 (117.9) 34500 (140.1)

9 25000 (153.5) 28750 (153.5) 32500 (153.5) 40000(229) (111.2) (127.9) (144.6) (177.9)

3 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 10%.



19951995 1995

113305

54753

(24.4)

113305

1995

(50.4)


Carbon Steel Kwik Bolt 3 Ultimate Loads in Concrete1

Anchor diameter

Embedment depth

(50.4)

113305

(50.4)

54753

(6.4) 1/4

54753

(12.7) 113305 1/2

183154

(81.5)

(50.4)

5/8

3/4

(15.9)

(24.4)

3/8(9.5) 54753

(24.4)

345001 (25.4) (153.5)

(19.1)

anchor threads.







1 1/8 260 595 320 380 470(29) (1.2) (2.6) (1.4) (1.7) (2.1)

2 540 625 705 910(51) (2.4) (2.8) (3.1) (4)

3 685 750 810 910(76) (3) (3.3) (3.6) (4)1 5/8 605 880 670 1110 730 1345 950 1690(41) (2.7) (3.9) (3) (4.9) (3.2) (6) (4.2) (7.5)2 1/2 1285 1430 1575 1940(64) (5.7) (6.4) (7) (8.6)3 1/2 1620 1755 1885 2035(89) (7.2) (7.8) (8.4) (9.1)2 1/4 1015 1875 1230 2130 1450 2380 1620 2740(57) (4.5) (8.3) (5.5) (9.5) (6.4) (10.6) (7.2) (12.2)3 1/2 1445 1975 2510 2655(89) (6.4) (8.8) (11.2) (11.8)4 3/4 1990 2250 2510 2985(121) (8.9) (10) (11.2) (13.3)2 3/4 1650 2875 1755 3485 1860 4095 2335(70) (7.3) (12.8) (7.8) (15.5) (8.3) (18.2) (10.4)

4 2455 2900 3340 4395 4870(102) (10.9) 4870 (12.9) 4870 (14.9) 4870 (19.5) (21.7)5 1/2 3480 (21.7) 3885 (21.7) 4290 (21.7) 6260(140) (15.5) (17.3) (19.1) (27.8)3 1/4 1550 2880 1950 4260 2350 2610(83) (6.9) (12.8) (8.7) (18.9) (10.5) (11.6)4 3/4 2510 3250 3870 4670(121) (11.2) 5535 (14.5) 5535 (17.2) (20.8)

8 2930 (24.6) 3870 (24.6) 4530 5120(203) (13) (17.2) (20.2) (22.8)4 1/2 3120 6080 3870 6770 4610 4800(114) (13.9) (27) (17.2) (30.1) (20.5) (21.4)

6 4400 6400 7200 7330(152) (19.6) 7470 (28.5) 7470 (32) (32.6)

9 5600 (33.2) 8000 (33.2) 9390 9390(229) (24.9) (35.6) (41.8) (41.8)


5645(25.1)

7470(33.2)

embedments can be calculated by linear interpolation.


5645(25.1)

7470(33.2)

anchor threads.

3/4(19.1)

(25.4)1

1 Intermediate load values for other concrete strengths and

(7.4)1655

675

(7.4)

(3)

3155(14) (14)

18703

(8.3)

3155

(8.3)

Stainless Steel Kwik Bolt 3 Allowable Loads in Concrete1

Anchor diameter

Embedment depth

187031655

(6.4) 1/4


3155(14)

3155(14)

5/8(15.9)

3/8(9.5)

1/2(12.7)

675(3)

675(3)

675(3)





1 1/8 980 2240 1205 1430 1755(29) (4.4) (10) (5.4) (6.4) (7.8)

2 2035 2340 2640 3415(51) (9.1) (10.4) (11.7) (15.2)

3 2580 2810 3040 3415(76) (11.5) (12.5) (13.5) (15.2)1 5/8 2275 3300 2505 4175 2735 5045 3560 6330(41) (10.1) (14.7) (11.1) (18.6) (12.2) (22.4) (15.8) (28.2)2 1/2 4825 5365 5905 7270(64) (21.5) (23.9) (26.3) (32.3)3 1/2 6075 6575 7075 7625(89) (27) (29.2) (31.5) (33.9)2 1/4 3805 7030 4620 7980 5435 8930 6080 10285(57) (16.9) (31.3) (20.6) (35.5) (24.2) (39.7) (27) (45.7)3 1/2 5415 7410 9405 9950(89) (24.1) (33) (41.8) (44.3)4 3/4 7460 8435 9405 11200(121) (33.2) (37.5) (41.8) (49.8)2 3/4 6185 10790 6580 13075 6975 15360 8760(70) (27.5) (48) (29.3) (58.2) (31) (68.3) (39)

4 9205 10870 12530 16490 18270(102) (40.9) 18270 (48.4) 18270 (55.7) 18270 (73.4) (81.3)5 1/2 13040 (81.3) 14560 (81.3) 16080 (81.3) 23475(140) (58) (64.8) (71.5) (104.4)3 1/4 5800 10800 7300 15980 8800 9800(83) (25.8) (48) (32.5) (71.1) (39.1) (43.6)4 3/4 9400 11950 14500 17500(121) (41.8) (53.2) (64.5) (77.8)

8 11000 14000 17000 19200(203) (48.9) (62.3) (75.6) (85.4)4 1/2 11700 22800 14500 25400 17300 18000(114) (52) (101.4) (64.5) (113) (77) (80.1)

6 16500 21750 27000 27500(152) (73.4) (96.7) (120.1) (122.3)

9 21000 28100 35200 35200(229) (93.4) (125) (156.6) (156.6)


28000 2800028000(124.6)

28000(124.6)

11825(52.6)

20750(92.3)

20750(92.3)

21160 21160

(52.6)11825(52.6)

11825(52.6)

2530(11.3)

2530(11.3)2530

(11.3)

2530(11.3)

(94.1)

(124.6)

(27.6)6210(27.6) (31.2)

70053

(31.2)70053

11825

1/4

Stainless Steel Kwik Bolt 3 Ultimate Loads in Concrete1

Anchor diameter

Embedment depth

6210

(15.9)

3/8(9.5)

1/2(12.7)

5/8

(6.4)

(19.1) 3/4

(94.1)


anchor threads.



1 (25.4) (124.6)



Tension Shear Tension Shear Tension Shear Tension Shearlb lb lb lb lb lb lb lb

in. (mm) in. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN)2 1/4 1125 1785 1265 1785 1400 1655(57) (5) (7.9) (5.6) (7.9) (6.2) (7.4)3 1/2 1895 2115 2335 2190 3105 2190(89) (8.4) (9.4) (10.4) (9.7) (13.8) (9.7)4 3/4 2215 2530 2845 3740(121) (9.9) (11.3) (12.7) (16.6)2 3/4 1785 1965 2140 2745(70) (7.9) (8.7) (9.5) (12.2)

4 2545 3780 3155 3780 3765 3780 5280 3780(102) (11.3) (16.8) (14) (16.8) (16.7) (16.8) (23.5) (16.8)5 1/2 3375 4030 4030 6055(140) (15) (17.9) (17.9) (26.9)3 1/4 2355 4240 2545 4240 2735 2825(83) (10.5) (18.9) (11.3) (18.9) (12.2) (12.6)4 3/4 3730 4350 4970 5340 5805 5340(121) (16.6) (19.3) (22.1) (23.8) (25.8) (23.8)6 1/2 5115 5805 6495 7520(165) (22.8) (25.8) (28.9) (33.5)

Tension Shear Tension Shear Tension Shear Tension Shearlb lb lb lb lb lb lb lb

in. (mm) in. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN)2 1/4 4220 6695 4740 6695 5255 6210(57) (18.8) (29.8) (21.1) (29.8) (23.4) (27.6)3 1/2 7100 7935 8765 8210 11645 8210(89) (31.6) (35.3) (39) (36.5) (51.8) (36.5)4 3/4 8310 9495 10675 14030(121) (37) (42.2) (47.5) (62.4)2 3/4 6690 7360 8030 10295(70) (29.8) (32.7) (35.7) (45.8)

4 9550 14170 11835 14170 14120 14170 19800 14170(102) (42.5) (63) (52.6) (63) (62.8) (63) (88.1) (63)5 1/2 12650 15115 17575 22705(140) (56.3) (67.2) (78.2) (101)3 1/4 8825 15900 9545 15900 10260 10600(83) (39.3) (70.7) (42.5) (70.7) (45.6) (47.2)4 3/4 13995 16315 18635 20030 21765 20030(121) (62.3) (72.6) (82.9) (89.1) (96.8) (89.1)6 1/2 19180 21770 24355 28210(165) (85.3) (96.8) (108.3) (125.5)


2 Values shown are for shear plane acting through anchor threads.



20030(89.1)

8210(36.5)

8210(36.5)

2190(9.7)

2190(9.7)

Hot Dipped Galvanized Kwik Bolt 3 Ultimate Loads in Concrete1,2

Anchor diameter

Embedment depth


(19.1) 5340(23.8)

5340(23.8)

3/4

Hot Dipped Galvanized Kwik Bolt 3 Allowable Loads in Concrete1,2

Anchor diameter

Embedment depth


(15.9)

1/2(12.7)

5/8

1/2(12.7)

5/8(15.9)

3/4(19.1) 20030

(89.1)



in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1/4 1 1/8 (29) 275 (1.2) 335 (1.5) 400 (1.8) 400 (1.8)(6.4) 2 (51) 595 (2.6) 675 (3) 750 (3.3) 400 (1.8) 3/8 1 5/8 (41) 585 (2.6) 685 (3) 785 (3.5) 890 (4)(9.5) 2 1/2 (64) 1120 (5) 1340 (6) 1560 (6.9) 1250 (5.6) 1/2 2 1/4 (57) 1160 (5.2) 1340 (6) 1520 (6.8) 1750 (7.8)

(12.7) 3 1/2 (89) 1810 (8.1) 2050 (9.1) 2285 (10.2) 2835 (12.6) 5/8 2 3/4 (70) 1560 (6.9) 1815 (8.1) 2070 (9.2) 2580 (11.5)

(15.9) 4 (102) 2485 (11.1) 2830 (12.6) 3170 (14.1) 3360 (14.9) 3/4 3 1/4 (83) 1920 (8.5) 2240 (10) 2560 (11.4) 3835 (17.1)

(19.1) 4 3/4 (121) 3035 (13.5) 3995 (17.8) 4955 (22) 5010 (22.3)

in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1/4 1 1/8 (29) 245 (1.1) 300 (1.3) 355 (1.6) 545 (2.4)(6.4) 2 (51) 510 (2.3) 585 (2.6) 660 (2.9) 630 (2.8) 3/8 1 5/8 (41) 560 (2.5) 625 (2.8) 685 (3) 825 (3.7)(9.5) 2 1/2 (64) 920 (4.1) 1200 (5.3) 1475 (6.6) 1345 (6) 1/2 2 1/4 (57) 950 (4.2) 1155 (5.1) 1360 (6) 1755 (7.8)

(12.7) 3 1/2 (89) 1355 (6) 1855 (8.3) 2350 (10.5) 2955 (13.1) 5/8 2 3/4 (70) 1470 (6.5) 1605 (7.1) 1745 (7.8) 2695 (12)

(15.9) 4 (102) 2300 (10.2) 2715 (12.1) 3130 (13.9) 4500 (20)

in. (mm) lb (kN) lb (kN) lb (kN) 3/8 (9.5) 3 (76) 955 (4.2) 410 (1.8) 915 (4.1)

3 (76) 930 (4.1) 375 (1.7) 1000 (4.4)4 1/2 (114) 1285 (5.7) 445 (2) 1415 (6.3)

Carbon Steel Kwik Bolt 3 Allowable Loads for anchor installed

1/2 (12.7)

in. (mm)

Anchor Diameter Min Depth of Embedment

1 Allowable loads based on safety factor of 4.0

f'c ≥ 2000 psi

Tension


at 1-3/4 in. Edge Distance in Normal Weight Concrete1

Carbon Steel Kwik Bolt 3 Allowable Loads in Lightweight Concrete1,3

Shear2Tension


1 Allowable loads based on safety factor of 4.0.2 Values shown are for shear plane acting through anchor threads.

1 Allowable loads based on safety factor of 4.0.

f 'c= 2000 psi f 'c= 3000 psi f 'c= 4000 psiAnchor depth


f 'c= 2000 psiAnchor diameter Tension Tension

Stainless Steel Kwik Bolt 3 Allowable Loads in Lightweight Concrete1,3

Tension Tensionf 'c= 3000 psi f 'c= 2000 psi

Shear2f 'c= 4000 psiAnchor

diameter Anchor depth Tension f 'c= 2000 psi

ShearPerpendicular Paralleltowards Edge to Edge



in. (mm) in. (mm) lb (kN) lb (kN) 1/4 (6.4) 2 (51) 620 (2.8) 713 (3.2)3/8 (9.5) 2 1/2 (64) 1035 (4.6) 1370 (6.1)1/2 (12.7) 3 1/2 (89) 1725 (7.7) 2435 (10.8)5/8 (15.9) 4 (102) 2220 (9.9) 3160 (14.1)

1/4 (6.4) 2 (51) 615 (2.7) 650 (2.9)3/8 (9.5) 2 1/2 (64) 1015 (4.5) 1450 (6.4)1/2 (12.7) 3 1/2 (89) 1475 (6.6) 2200 (9.8)5/8 (15.9) 4 (102) 2200 (9.8) 3355 (14.9)

1 Allowable loads based on using a safety factor of 4.0.

in. (mm) in. (mm) lb (kN) lb (kN) 1/4 (6.4) 1 1/8 (29) 450 (2) 350 (1.6)3/8 (9.5) 1 5/8 (41) 810 (3.6) 750 (3.3)

1/4 (6.4) 1 1/8 (29) 480 (2.1) 500 (2.2)3/8 (9.5) 1 5/8 (41) 880 (3.9) 1330 (5.9)

1 Allowable loads based on using a safety factor of 4.0.2 Shear values acting thru threads of anchor bolt. If acting through the empty shell, reduce loads by 70%

Carbon Steel

Stainless Steel

Anchor Diameter Anchor Material

Carbon Steel and Stainless Steel Kwik Bolt 3 Allowable Loads Installed in Lower Flute of Metal Profile Deck into Lightweight Concrete1

Min Depth of Embedment

f 'c= 3000 psiTension Shear

Stainless Steel

Carbon Steel

Anchor Diameter

Countersunk Kwik Bolt Allowable Loads in Concrete1

Min Depth of Embedment

f 'c= 3000 psiTension Shear2Anchor Material

Min. 3000 psi Structural Lightweight



in. (mm) in. (mm) in. (mm) lb (kN) lb (kN)4 (102)

1/4 12 (305)(6.4) 4 (102)

12 (305)4 (102) 320 (1.4) 735 (3.3)

3/8 12 (305) 340 (1.5) 940 (4.2)(9.5) 4 (102) 1010 (4.5)

12 (305) 1395 (6.2)4 (102) 630 (2.8) 830 (3.7)

1/2 12 (305) 665 (3) 1465 (6.5)(12.7) 4 (102) 1080 (4.8)

12 (305) 2375 (10.6)4 (102) 815 (3.6) 890 (4)

5/8 12 (305) 865 (3.8) 2165 (9.6)(15.9) 4 (102) 1240 (5.5) 970 (4.3)

12 (305) 1295 (5.8) 2770 (12.3)4 (102) 785 (3.5)

3/4 12 (305) 3135 (13.9)(19.1) 4 (102) 1645 (7.3) 825 (3.7)

12 (305) 1710 (7.6) 3305 (14.7)

1035 (4.6)

780 (3.5)

905 (4)

540 (2.4) 445 (2)

150 (0.7) 380 (1.7)

4 3/4 (121)

4 (102)

3 1/4 (83)

6 All allowable loads based on safety factor of 4.0

3 Anchor locations are limited to one per masonry cell.4 Embedment depth is measured from the outside face of the concrete masonry unit.5 Linear interpolation to determine load values at intermediate edge distances is permitted.

Carbon Steel Kwik Bolt 3 Allowable Loads in Grout Filled Concrete Masonry Units1,2,3,4,5,6

Anchor Diameter Anchor Depth

Min. Distance from Edge of Wall Tension Shear

(57)

3 1/2 (89)

2 3/4 (70)

2 Anchors must be installed a minimum of 1 3/8 inch from any vertical mortar joint (see figure).

1 1/8 (29)

2 (51)

1 5/8 (41)

2 1/2 (64)

2 1/4

1 Values are for anchors installed in Type 1 Grade N, lightweight, medium-weight, or normal-weight concrete masonry units conforming to UBC Standard 21-4. The masonry units must be fully grouted with coarse grout conforming to UBC Standard 21-15, Type S, N, or M. Masonry prism compressive strength must be at least 1500 psi at the time of installation when tested in accordance with UBC Standard 21-17.

Anchor Installation is Allowed in all Non-Shaded Areas



in.1/2 (12.7) 35/8 (15.9) 3 1/2

1 See footnotes 1,2,3,4,6 for Kwik Bolt 3 anchors installed in grout filled concrete masonry unit.

in. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 (6.4) 1 7/16 (2.4) (1.9) (2.4) (1.9) (1.8) (1.6)

A B C D E F G H I J K L M N O P Q R S T1 2 2 ½ 3 3 ½ 4 4 ½ 5 5 ½ 6 6 ½ 7 7 ½ 8 8 ½ 9 9 ½ 10 11 12

2 2 ½ 3 3 ½ 4 4 ½ 5 5 ½ 6 6 ½ 7 7 ½ 8 8 ½ 9 9 ½ 10 11 12 13

Length Identification Mark

lb(mm) lb lb lb

lb (kN)

lb lbLower fluteUpper flute

Tension Tension

Anchor Diameter Anchor Depth

in. (mm)

Tension

f 'c= 1500 psi

(mm) (kN)lb

2- Apply appropriate load reduction factors for tension and shear if anchor spacing and/or edge distance is less the the critical spacing (Scr) or edge distance (Ccr) as defined by Hilti.

Anchor Spacing and Edge Distance Guidelines

3- See section 4.1.2.3 of 2005 Hilti Product Technical guide for determinig compounded spacing and edge distance reduction as well as intermediate load values for concrete strengths and embedments.

1- s = on-center fastening spacing c = edge distance from center of bolt.

Parallel to Shear

(1.4)(2.7) 310615

Perpendicular To Wall (V2)Wall (V1)

lb (kN)

Carbon Steel Kwik Bolt 3 Allowable Loads for Anchors Installed in Top of Grout Filled Concrete Masonary Wall1

(2.7)

Anchor Diameter

310

Normal Weight Concrete

850(2.9)(3.8)

(76)(89)

Length of anchor ( )

(inches)Up to but not

including

Length Identification System

in. (mm)

STAMP ON ANCHORFrom

1 Allowable loads based on safety factor of 4.0.

(37) 405 355545 430 545 430

HHDCA Ceiling Hanger Allowable Loads

Minimum Depth of

Embedment

Lightweight Concreteover Metal Deck

(1.4)

Shear

Lightweight Concrete

f 'c= 3000 psi

645

Tension Shear Tension

615

h s

c1

c2

V

N

t

Grout

V2

V1

Min. 1 3/4"

Min. 4"



Adjustment ConditionsEmb. Ratio c/he = 1.75 c/he = 1.00Reduction fRN = 1.00 fRN = 0.80he = hact for the following conditionhe = hnom for the following condition

hact = Actual Embedmentc = Actual Edge DistancefRN = Edge Distance Reduction Factor for Tension Loading

Adjustment Conditions

fRV1 fRV1 = 0.50fRV2 fRV2 = 0.60fRV3 fRV3 = 0.83

c/hmin = 3.00c/hmin = 1.50

c = Actual Edge Distancehmin = Min Embedment for Specific Anchor Diameter

Adjustment ConditionsEmb. Ratio s/he = 2.25 s/he = 1.00Reduction fAN = 1.00 fAN = 0.60he = hact for the following conditionhe = hnom for the following condition

hact = Actual Embedments = Actual Anchor Spacing DistancefAN = Anchor Spacing Reduction Factor for Tension Loading

Adjustment ConditionsEmb. Ratio s/he = 2.25 s/he = 1.00Reduction fAV = 1.00 fAV = 0.90

he = hact for the following conditionhe = hnom for the following condition

hact = Actual Embedments = Actual Anchor Spacing DistancefAV = Anchor Spacing Reduction Factor for Shear Loading

Critical Edge Distance Min. Edge Distance

hmin ≤ hact ≤ hnom

hact > hnom



hact > hnom

Edge Distance Adjustment Factors

Anchor Spacing Adjustment Factors


Shear Plane Correlation

fRV Reduction factor at Min. Edge Distance

shear towards edge

Shear Condition


embedment to edge dist ratio at min edge dist.embedment to edge dist ratio at critical edge dist.

shear parallel to edge shear away form edge

hact > hnom

EDGE REDUCTION FACTOR SHEAR

0

0.5

1

1.5

2

2.5

3

0.3 0.4 0.5 0.6 0.7 0.8 0.9 1fRV

c/h m

in

ANCHOR SPACING REDUCTION FACTORTENSION

00.250.5

0.751

1.251.5

1.752

2.25

0.2 0.4 0.6 0.8 1fAN

s/h e

ANCHOR SPACING REDUCTION FACTORSHEAR

00.250.5

0.751

1.251.5

1.752

2.25

0.8 0.85 0.9 0.95 1fAV

s/h e

EDGE REDUCTION FACTOR TENSION

0

0.25

0.5

0.75

1

1.25

1.5

1.75

0.6 0.7 0.8 0.9 1

fRN

c/h e

fRV1

fRV2 fRV3



1 1/8 ≥ 2 1 1/8 ≥ 2 1 1/8 ≥ 21 1/8 0.60 0.80 0.68 0.901 11/16 0.76 0.93 0.76 0.941 3/4 0.78 0.95 0.77 0.94

2 0.85 0.60 1.00 0.80 0.96 0.902 1/4 0.92 0.64 1.07 0.83 0.98 0.912 1/2 0.99 0.68 1.13 0.87 1.00 0.92

3 1.00 0.76 1.24 0.93 1.03 0.943 3/8 1.24 0.82 1.33 0.98 1.06 0.963 1/2 1.28 0.84 1.36 1.00 1.07 0.96 NOTE:

4 1.42 0.92 1.48 1.07 1.10 0.984 1/2 1.56 1.00 1.60 1.13 1.14 1.004 3/4 1.63 1.04 1.66 1.17 1.16 1.01

5 1.70 1.08 1.72 1.20 1.18 1.02

1 5/8 ≥ 2 1/2 1 5/8 ≥ 2 1/2 1 5/8 ≥ 2 1/21 5/8 0.60 0.80 0.90

2 0.67 0.86 0.922 1/4 0.72 0.90 0.932 1/2 0.77 0.60 0.94 0.80 0.94 0.90

3 0.87 0.66 1.00 0.85 0.97 0.923 1/4 0.92 0.70 1.07 0.88 0.98 0.923 1/2 0.97 0.73 1.11 0.91 0.99 0.933 3/4 1.00 0.76 1.15 0.93 1.00 0.94

4 1.07 0.79 1.19 0.96 1.02 0.954 1/2 1.17 0.86 1.27 1.00 1.04 0.96

5 1.26 0.92 1.35 1.07 1.07 0.985 5/8 1.39 1.00 1.46 1.13 1.10 1.005 3/4 1.41 1.02 1.48 1.15 1.10 1.00

2 1/4 ≥ 3 1/2 2 1/4 ≥ 3 1/2 2 1/4 ≥ 3 1/22 1/4 0.60 0.80 0.902 1/2 0.64 0.83 0.91

3 0.71 0.89 0.933 3/8 0.76 0.93 0.943 3/4 0.81 0.62 0.98 0.82 0.95 0.914 1/4 0.88 0.67 1.00 0.86 0.97 0.924 3/4 0.96 0.71 1.10 0.90 0.99 0.93

5 1.00 0.74 1.13 0.91 1.00 0.935 3/4 1.10 0.81 1.21 0.97 1.02 0.95

6 1.13 0.83 1.24 1.00 1.03 0.966 1/2 1.20 0.87 1.30 1.03 1.05 0.977 1/4 1.31 0.94 1.39 1.09 1.08 0.99

7 3/4 1.38 1.00 1.45 1.12 1.10 1.00

Spacing - Tensionhmin ≤ hact ≤ hnom hact ≥ hnom

hact ≥ hnomhmin ≤ hact ≤ hnom

hmin ≤ hact ≤ hnom hact ≥ hnom

Edge Distance - Shear

Tables apply for listed embedment

Edge Distance - Tension

hmin

hnom

hdeep

3hmin

hnom

1 5/82 1/2

Standard Anchor Embedments (in.)hmin

hnom

1 1/82

depths. Reduction factors for other embedment depths must be calculated using equations below.

Spacing - Shear

Perpendicular Toward Edge

Parallel to Edge

Perpendicular Away from Edge

1.15 1.12 1.05Spa

cing

(s) /

Edg

e D

ista

nce

(c),

in.

0.89 0.91 0.960.96 0.97 0.991.00 1.00 1.00

0.79 0.910.85 0.88 0.950.74

0.63 0.70 0.870.70 0.76 0.90

0.50 0.60 0.830.56 0.64 0.85

≥ 2 1/4

II to edge ⊥ awayedge from edge

⊥ towardTension Tension Shear

SpacingEdge DistanceSpacing

1.18 1.14 1.06

Load Adjustment Factors for 1/2" Diameter Anchors

1/2 in.

Spa

cing

(s) /

Edg

e D

ista

nce

(c),

in.

hact ≥ hmin

Anchor Diameter

1.15 1.12 1.05

Edge Distance Shear

0.971.00 1.00 1.00

fRV1 fRV2 fRV3

hdeep

1/4

3/8hdeep

1.111.06

1.48 1.39 1.161.41

3/8 in.fRV1 fRV2 fRV3

Tension Tension Shear edgefRN fAV

Emb. in. ≥ 1 5/8 ≥ 1 5/8 ≥ 1 5/8

0.940.92 0.94

0.74 0.79

1.00 1.000.91 0.96

1.01

⊥ towardEdge Distance Shear

1.33 1.14

1.19 1.15

0.87

1.00

II to edge ⊥ away

Load Adjustment Factors for 3/8" Diameter AnchorsAnchor

Diameterfrom edge

1.04

0.89

0.67 0.73 0.89

0.91

0.51 0.61 0.830.62 0.69

0.900.77 0.82 0.92

0.67 0.73

1.03

1.33 1.27

0.82 0.86

0.72 0.77

0.840.50 0.60 0.83


⊥ towardedge

fAN

TensionII to edge

⊥ awayfrom edge

Edge Distance ShearAnchor Diameter

1/4 in.

≥ 1 1/8 ≥ 1 1/8Emb. in.

Spa

cing

(s) /

Edg

e D

ista

nce

(c),

in. 0.33 0.47

0.89

≥ 1 1/8

0.59 0.67

Edge Distance Spacing

TensionfRN

ShearfAV

0.52 0.610.86

fAN

fRV1 fRV2

Emb. in. ≥ 2 1/4 ≥ 2 1/4

Edge Distance SpacingSpacing

fAN fRN fAV fRV3

1/2

Influence of Edge Distance on Anchor Performance

Spacing

3 1/22 1/43 1/24 3/4

75.3

2+= act

RNh

cf

min1 3h

cf RV =

5.12

25.10+= act

AVh

sf

82.8

82.5min

3

+=

hc

fRV

75.3

75.0min

2

+=

hc

fRV

13.3

88.0+= act

ANh

cf

13.3

88.0+= nom

ANh

cf

75.3

2+= nom

RNh

cf

5.12

25.10+= nom

AVh

sf



2 3/4 ≥ 4 2 3/4 ≥ 4 2 3/4 ≥ 42 3/4 0.60 0.80 0.903 1/2 0.69 0.87 0.924 0.75 0.60 0.92 0.80 0.94 0.904 1/4 0.77 0.62 0.95 0.82 0.94 0.914 3/4 0.83 0.66 1.00 0.85 0.96 0.925 1/2 0.92 0.72 1.07 0.90 0.98 0.936 0.98 0.76 1.12 0.93 0.99 0.946 1/4 1.00 0.78 1.14 0.95 1.00 0.957 1.09 0.84 1.21 1.00 1.02 0.96 NOTE:7 1/2 1.15 0.88 1.26 1.03 1.04 0.97 Tables apply for listed embedment7 3/4 1.18 0.90 1.28 1.05 1.05 0.988 1/2 1.27 0.96 1.36 1.10 1.07 0.99

9 1.33 1.00 1.41 1.13 1.08 1.00

3 1/4 ≥ 4 3/4 3 1/4 ≥ 4 3/4 3 1/4 ≥ 4 3/43 3/8 0.61 0.81 0.904 0.67 0.86 0.925 0.77 0.62 0.94 0.81 0.94 0.905 3/4 0.85 0.67 1.00 0.86 0.96 0.926 1/4 0.90 0.70 1.05 0.88 0.97 0.936 1/2 0.92 0.72 1.07 0.90 0.98 0.937 0.97 0.75 1.11 0.93 0.99 0.947 1/2 1.00 0.79 1.15 0.95 1.00 0.958 1/4 1.09 0.84 1.21 1.00 1.02 0.969 1.17 0.89 1.27 1.04 1.04 0.979 3/4 1.24 0.94 1.33 1.08 1.06 0.98

10 1/4 1.29 0.97 1.37 1.11 1.07 0.9910 3/4 1.34 1.00 1.42 1.14 1.08 1.00

4 1/2 ≥ 6 4 1/2 ≥ 6 4 1/2 ≥ 64 1/2 0.60 0.80 0.906 0.71 0.60 0.89 0.80 0.93 0.907 0.78 0.65 0.95 0.84 0.94 0.918 0.85 0.71 1.00 0.89 0.96 0.939 0.92 0.76 1.07 0.93 0.98 0.949 3/4 0.97 0.80 1.11 0.97 0.99 0.9510 1/4 1.00 0.83 1.14 0.99 1.00 0.9611 1/4 1.08 0.88 1.20 1.00 1.02 0.9711 5/8 1.11 0.90 1.22 1.05 1.03 0.9812 1/2 1.17 0.95 1.27 1.09 1.04 0.9913 1.20 0.97 1.30 1.11 1.05 0.9913 1/2 1.24 1.00 1.33 1.13 1.06 1.0014 3/4 1.33 1.07 1.41 1.19 1.08 1.02

1 Embedment depth shown reflects embedment for carbon steel anchor, deep embedment depth for stainless steel anchor is 8 inch.

9

4 3/46 1/21

4 1/26

hact ≥ hnom

Spacing - Tensionhmin ≤ hact ≤ hnom hact ≥ hnom

Edge Distance - Tensionhmin ≤ hact ≤ hnom hact ≥ hnom

Spacing - Shear

edge from edge

Tension Shear

Edge Distance Shear

fRV1 fRV2 fRV3

0.51

Spacing

3/4 in.

⊥ away

SpacingEdge DistanceSpacing

Load Adjustment Factors for 1" Diameter Anchors

Spa

cing

(s)/E

dge

Dis

tanc

e (c

), in

.

⊥ toward II to edge

Shear

Spacing Edge Distance Spacing

Anchor Diameter

1 in.Tension Tension

Spacing Edge Distance

Shear fAN

Parallel to Edge

Perpendicular Away from Edge

Perpendicular Toward Edge

⊥ toward II to edge

⊥ awayedge from edge

Load Adjustment Factors for 3/4" Diameter AnchorsAnchor

Diameter

Anchor Diameter

5/8 in. fAN fRN

Tension Tension


Emb. in. ≥ 2 3/4 ≥ 2 3/4 ≥ 2 3/4

fAV fRV1 fRV2 fRV3

0.52 0.61 0.84

0.88 0.95

0.67 0.73 0.890.730.76 0.81 0.920.85

Spa

cing

(s)/E

dge

Dis

tanc

e (c

), in

.

0.58 0.66

0.78

0.91 0.930.94 0.95

Edge Distance Shear

0.91

0.86

1.09 1.07 1.031.00 1.00 1.00

0.970.98

⊥ awayfrom edge

Emb. in. ≥ 3 1/4 ≥ 3 1/4 ≥ 3 1/4

⊥ toward II to edgeedgeTension

fAN fRN fAV

0.61 0.830.59 0.67 0.860.64 0.71 0.880.67 0.73 0.890.72 0.77 0.900.77 0.82 0.920.85 0.88 0.95

1.02

0.92 0.94 0.971.00 1.00 1.00

1.10 1.08 1.031.05 1.04

hnom

hdeep

fRV1 fRV2 fRV3

Emb. Depth, ≥ 4 1/2 ≥ 4 1/2 ≥ 4 1/2fAVfRN

Spa

cing

(s)/E

dge

Dis

tanc

e (c

), in

.

0.52 0.61 0.840.59 0.67 0.860.67 0.73 0.890.72 0.78 0.910.76 0.81 0.92

0.96 0.97 0.99

0.83 0.87 0.940.86 0.89 0.95

1.00 1.00 1.00

depths. Reduction factors for other embedment depths must be clculated

1.09 1.07 1.03

0.93 0.94 0.97

1

Standard Anchor Embedments (in.)hmin

hdeep

hnom

Influence of Edge Distance on Anchor Performance

5/82 3/4

45 1/2

Edge Distance Shear

3 1/4

hnom

hact ≥ hmin

Edge Distance - Shear

using equations below.

hdeep

hmin

hmin

3/4


min1 3h

cf RV =

82.8

82.5min

3

+=

hc

fRV

75.3

75.0min

2

+=

hc

fRV

75.3

2+= act

RNh

cf

5.12

25.10+= act

AVh

sf

13.3

88.0+= act

ANh

cf

13.3

88.0+= nom

ANh

cf

75.3

2+= nom

RNh

cf

5.12

25.10+= nom

AVh

sf



1.4 Anchor Installation InstructionsKwik Bolt 3 Anchor Installation Instructions into normal weight and lightweight concrete



1. Drill. 2. Clean.

4. Loosen screw two full turns.

1. Drill. 2. Clean. 3. Tap-in. 4. Tighten.

1. Drill hole 2. Tap-in 3. Pry down-using 1/4" bit. ward

Countersunk Kwik Bolt 3 Anchor Installation Instructions

Rod Coupling Kwik Bolt 3 Anchor Installation Instructions

Hilti Ceiling Kwik Bolt (HHDCA) Anchor Installation Instructions

3. Thread Post Nut Completely onto anchor.Tap into hole.

5. Tap-in again 6. Tighten.



1.5 Ordering Information

Carbon Steel 304 SS 316 SS HDG1/4x1 3/4 1 3/4 (44) A 282502 282539 - -1/4x2 1/4 2 1/4 (57) B 282503 282540 282565 -1/4x3 1/4 3 1/4 (83) 2 (51) D 282504 282541 282566 -1/4x4 1/2 4 1/2 (114) 3 (76) G 282521 282553 - -3/8x2 1/4 2 1/4 (57) 7/8 (22) B 282505 282542 - -

1 1/8 (29) 282506 282543 282567 -1 1/2 (38) 282522 282554 - -1 1/8 (29) 282507 282544 282568 -2 1/2 (64) 282523 282555 - -1 1/8 (29) 282508 282545 - -3 1/4 (83) 282524 282556 - -

3/8x7 7 (178) 5 1/2 (140) L 282525 282557 - -1/2x2 3/4 2 3/4 (70) C 282509 282546 - -

282510 282547 282569 -2 1/4 (57) 282526 282558 - 3780831 1/4 (32) 282511 282548 282570 -

3 (76) 282527 282559 - 3780841 1/4 (32) 282512 282549 282571 -3 3/4 (95) 282528 282560 - 378085

1/2x7 7 (178) 4 3/4 (121) L 282529 282561 - 3780865/8x3 3/4 3 3/4 (95) E 282513 282550 282572 -

282514 282551 282573 -2 1/2 (64) 282530 282562 - 3780871 1/2 (38) 282515 282552 282574 -

4 (102) 282531 - - 3780881 1/2 (38) 282516 - - -4 3/4 (121) 282532 - - -

5/8x8 1/2 8 1/2 (216) 6 1/2 (165) O 282533 282563 - -5/8x10 10 (254) 7 (178) R 282534 282564 - -

10 282517 - - -20 - 286020 286033 -10 282535 - - 37808920 - 286021 - -10 282518 - - -20 - 286024 286034 -10 282536 - - 37809020 - 286025 - -

1 5/8 (41) 282519 286026 - -4 1/2 (114) 282537 - - -

3/4x8 8 (203) 5 3/4 (146) N 282520 286027 - 3780913/4x10 10 (254) R 282538 286028 286035 -3/4x12 12 (305) T 286016 286029 - -

1x6 6 (152) J 286017 286030 286036 -1x9 9 (229) P 286018 286031 - -

1x12 12 (305) 6 (152) T 286019 286032 - -

Kwik Bolt 3 Anchor Product Line

5

3/8x3 3/4

Sales Item No. ID Stamp Box

3/4 (19)

SizeLength ( )

5/8x7

5/8x6 6

52 1/4 (57)

3/4x7

3/4x4 3/4

(41)

Thread Length ( th )

in. (mm) in. (mm)

5 1/2

7

4 3/4 (121)

1 5/8

3 (76)

H(127)

7

(121)

L

I(140)

3/8x3 D

E(95)3 3/4

3/8x5

1/2x5 1/2

1/2x4 1/2

4 3/45/8x4 3/4

4 1/2

1/2x3 3/4

(178)

1 5/8 (41)

(178)

2 1/2 (64)

G

E

G

10

J

L

G

25

15

100

50

(95)3 3/41 1/4 (32)

(114)

1 1/2 (38)

(152)

3/4x5 1/2 I3 3/8 (86)

6 (152)

(140)5 1/2



BoxQuantity Carbon Steel

C1/4x2 2 (51) 100 286037C1/4x3 3 (76) 100 286038C1/4x5 5 (127) 50 286039

C3/8x2 1/4 2 1/4 (57) 100 286040C3/8x3 3 (76) 100 286041C3/8x4 4 (102) 50 286042C3/8x5 5 (127) 50 286043

BoxQuantity

3/8x2 1/4 2 1/4 (57) 7/8 (22) B 100

BoxQuantity

1/4x2 1/4 2 (57) 100

in. (mm)

Carbon Steel371389

HHDCA Ceiling Hanger (1/4" x 2" only)

Kwik Bolt 3 Anchor

Long Thread Kwik Bolt 3 Anchor

Countersunk Kwik Bolt 3 Anchor

Rod Coupling Kwik Bolt 3 Anchor (3/8" x 2 1/4" only)

Countersunk Kwik Bolt 3 Anchor Product Line

Size

Size ID Stamp

Rod Coupling Kwik Bolt 3 Anchor Product Line

Lengthin. (mm)

Sales Item No.

Length

304 SS-

286044

-

---

286045

Sales Item No.Carbon Steel

283470

Sales Item No.

HHDCA Ceiling Anchor Product Line

SizeLengthin. (mm)

Thread Lengthin. (mm)


NOTES:

1-800-879-8000 US www.us.hilti.com1-800-363-4458 Canada www.ca.hilti.com

expertise. in every case.

P.O. Box 21148, Tulsa OK 74121 ● US 1-800-879-8000 www.us.hilti.com ● Canada 1-800-363-4458 www.ca.hilti.com ● Printed in the United StatesHilti is an equal opportunity employer ● Hilti is a registered trademark of Hilti, Corp. ● ©Copyright 2005 by Hilti, Inc. ● Rev 02/11/2005The data contained in this literature was current as of the date of publication. Updated and changes may be made based on later testing. is needed that the data is still current, please contact the Hilti Technical Support Specialist at 1-800-879-8000. All published load values containedin this literature represents the results of testing by Hilti or test organizations. Local base materials were used. Because of variations in materials,on site testing is necessary to determine performance at any specific site.

2005 Product Technical Guide Supplement

Kwik Bolt 3

kb3 2005 ptg supplement-rev2

Documents

anchor type

anchor size

drill hole

anchor embedment

anchor series

anchor bodies

installation instructions1

easy installation