Specifications o -do 3 4/
c ECEIVED 96 / ? fir/ 5 /gv
AUG 18 2000
COMMUNITY DEVELOPMENT
q STORAGE RACK ANCHORAGE
I POTTERY BARN TENNANT
S.W. WASHINGTON SQUARE ROAD
PORTLAND, OREGON
NRA Commission No. 00 -086
STRUCTURAL
CALCULATIONS
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PREPARED BY:
NELSON -RUDIE & ASSOCIATES, INC.
2635 UNIVERSITY AVENUE WEST
SUITE 180
ST. PAUL, MN 55114
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Anchoring Systems EM2S
K Bolt II Expansion Anchor 4.3.3
i
Carbon Steel Kwik Bolt II Allowable Loads In Concrete
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 sion IS hear
in. (mm) In. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
1'h 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 2• 560 590 630
(6.4) (51) (2.5) 530 (2.6) 530 ( 530 670 530
33/4* 670 (2.4) 670 (2.4) 670 (2.4) (3.0) (2.4)
(95) (3.0) (3.0) (3.0)
1'h 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)
3/5 2 1 1200 1290 1370
(9.5) ( ( 1470 ( 1470 ( 1470 1550 1470
43/4* 1330 ( 1390 ( 1440 (6.5) (6.9) (6.5)
(108) (5.9) (6.2) !Y , (6.4)
co 1170 1940 1310 1970 1450 1970 1730 1970
(5.2) (8.6) . 8. (6.4) (8.8) (7.7) (8.8)
'/: 33/4' 1870 2130 2400
(12.7),' (89) (8.3) 2450 ( 2450 (10.7) 2450 2800 2450
6* 2080 (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9)
(152) (9.3) (10.3) (11.3)
23/4 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)
6 / 1 4** 2400 2850 3290
(15.9) (102) (10.7) 3840 (12.7) 3640 (14.6) 3840 4190 3840
7•• 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (1 #.1)
(178) (14.2) (15.4) (16.6)
' 33/4 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 43/4•• 2930 4130 4800 5870
(19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 5120 (26.1) 5120
8•• 4000 (22.8) 4930 (22.8) 5870 (22.8) 6320 (22.8)
(203) (17.8) (21.9) (26.1) (28.1)
43/4 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)
• Values shown are for Shear Through The Threads '• Values shown are for Shear Through The Bolt Body
a shear plane acting - a shear plane acting
through the anchor through the anchor
bolt body. When the n / » p bolt body. When the /- /` _ ��, yP
shear plane is acting . _ shear plane is acting : ,
through the anchor through the anchor "
reduce ,
bolt thread bolt t reduce I
the shear values by s, yti . � •• ' ��- , • . �'•
_., • . ' the shear value by
o : (. 1: 1296. _ ; (J •
20 io. � ..J .. .,..
All other values shown are for shear plane acting through either body or threads.
114 Hilt Product Technical Guide 10/99 4
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Ilmi `T i Anchoring Systems
` 4.3.3 Kwik Bolt II Expansion Anchor
L ) 4.3.3.3 TECHNICAL DATA
Kwik Bolt II Specification Table .
Bolt Size
In '/4 '/e 1 /2 '/e 3 / 4 1
Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1) (25.4)
d,,,: nominal bit diameter' In. '/4 '/e '/2 '/e 3/4 1
h„„/ h,,,,: minimum/standard In. 11/4 2 1' /e 2'/2 2' /4 3'h 23/4 4 3 41/4 4'h 6
depth of embedment (mm) (29) (51) (41) (64) (57) (89) (70) (102) (83) (121) (114) (152)
h,: minimum/standard in. 1 21/4 2 21/4 23/4 4 31/4 4' /e 4 5'/: 5'/: 7
hole depth (mm) (35) (57) (51) (73) (70) (102) (86) (118) (102) (140) (140) (178)
€: anchor length minJmax. In. 11/4 4'/2 21/4 7 2' /e 7 31/4 10 41/4 12 6 12
other length available (mm) (44) (114) (57) (178) (70) (178) (95) (254) (108) (305) (152) (305)
e„,: thread length/ in. I. 3 Vs/ 1'Ie 4 13/4 4 1' /: 3'h/4'h 11/4 3'h/4'h 21/4 4'/:
extra thread length (mm) (19) (76) (22/28) (102) (32) (102) (38) (89/114) (38) (89/114) (57) (114)
d,: wedge clearance In. '/,, '/v '/m "Ise a /he 1'h
hole in plate (mm) (7.9) (11.1) (14.3) (17.5) (20.6) (28.6)
T,,,,: Stainless h,,,, 4 (5.4) 20 (27.0) 40 (54.1) 85 (115) 150 (203) 235 (318)
Recommended Normal Steel h,,,, 7 (9.5) 30 (40.5) 75 (101) 110 (149) 200 (270) 450 (608)
Installation weight Concrete Carbon h 4 (5.4) 20 (27.0) 40 (54.1) 85 (115) 150 (203) 250 (338)
Torque' Steel h,,,„ 7 (9.5) 25 (33.8) 65 (87.8) 110 (149) 235 (318) 450 (608)
Guide Lightweight Carbon h„„ 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.8) 135 (182) -
Values Concrete Steel h,,,, 4 (5.4) 20 (27.0) 30 (40.5) 75 (101) 150 (203) -
ft lb Grout Carbon h,,,, 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.8) 120 (162) -
(Nm) Riled Block Steel h.. ' 4 (5.4) 20 (27.0) 30 (40.5) 75 (101) 130 (176) -
h: min. base material thickness . 3' (76 mm) or 1.3 h,,, whichever number is greater
1. Hilti carbide- tipped drill bit (see page 236) or matched tolerance HILTI DD -B 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.
Countersunk, Rod Coupling and HCKB Specification Table
Bolt Size In. '/• Countersunk '/e Countersunk '/e Rod Coupling '/4 HCKB Inn
Details (mm) (6.4) (9.5) (9.5) (6.4)
d,,: nominal bit diameter In. '/a '/e '/e '/• a ; IUe
h„„/ h,,,,,: minimum/standard In. 11/4 2 11/4 2'h 1' /e 1'/u --
" 1. 1 ' 4
depth of embedment (mm) (29) (51) (41) (64) (41) (37) \' III
h,: minimum/standard in. l'h 2'/• 2 2' /e 2 1'/: $
hole depth (mm) (35) (57) (51) (73) (51) (38) t
■.1
e: anchor length minimax. in. 1'/4 5 2'b 5 2'/4 2'/• ��
( ) ( ) ( ) ( ) ( ) ( ) ( )
other lengths available mm 44 127 57 127 127 127 �• �
e thread length/ in. •:.•
I
'/ 3 'hll' /e 4 7/, N.A.
extra thread length (mm) (19.1) (76) (22/28) (102) (22) du
d,: wedge clearance in. '/,e ' /,, the ' /+e
hole in plate (mm) (7.9) (11.1) (11.1) (7.9)
T, Stainless h, 4 (5.4) 20 (27.0) - o mbined Shear
Normal Steel h,,,, 7 (9.5) 30 (40.5) and Tension
Recommended -
Installation "eight h„, 4 (5.4) 20 (27.0) 20 (27.0) Loading
Concrete Carbon
Torque' Steel h,,,, 7 (9.5) 25 (33.8) - (
Guide Lightweight Carbon ,,,, 4 (5.4) 15 (20.3) 20 (27.0) N V d ) 5 1. 0
Values Concrete Steel h,,,, 4 (5.4) 20 (27.0) - `�
ft lb Grout Carbon h,,, 4 (5.4) 15 (20.3) 20 (27.0) (Ref. Section 4.1.3)
(Nm) Riled Block Steel h . 4 (5.4) 20 (27.0) -
h: min. base material thickness 3' (76 mm) or 1.3 h,, whichever number is greater
1. Do not apply any type of lubricant to threads prior to torquing anchor.
Hilti Product Technical Guide 10/99 113
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, Anchoring Systems �■��`���
Vwik Bolt II Expansion Anchor 4.3.3
4.3.3.1 PRODUCT DESCRIPTION Nut Washer Collar Wedge Dimple
The Kwik Bolt II is a stud type expansion anchor with a single
piece wedge that performs as three independent wedges if dry I, PIIMINISMOR
necessary to provide consistent performance in a wide variety . i
•
of medium duty applications. Applicable base materials include \ f: / / /
concrete, li ghtweight concrete and grout - filled block.
Impact Section Anchor Body Wedges Expansion Cone
Product Features (Dog Point)
• Impact section (Dog Point) prevents thread damage • Mechanical expansion allows immediate load application
during installation • Can be installed in bottomless hole, which allows the anchor
• Independent 3 -piece wedge with dimples help prevent to be driven flush with the surface after use. Eliminates
anchor from spinning during installation cutting bolt heads.
• Length identification code facilitates quality control & • Can be installed through the fixture, improving productivity
inspection after installation • Comprehensive product offering includes many head styles,
• Anchor size is same as drill bit size for easy installation sizes, carbon steel and stainless steel materials for a variety
• Comprehensive performance testing to provide high & of applications
consistent performance in concrete, light- weight concrete
& grout filled block base materials
Guide Specifications
Expansion Anchors Expansion anchors shall be stud type with a single piece three section wedge and zinc plated in accordance with
ASTM B633. The anchors must meet the description in Federal Specification FF- S-325, Group II, Type 4, Class I for
concrete expansion anchors. Anchors shall be Hilti Kwik Bolt II as supplied by Hilti, Inc., P.O. Box 21148, Tulsa, OK
74121.
Installation Anchors to be installed in holes drilled with Hilti carbide tipped drill bits or matched tolerance diamond core bits.
Anchors shall be installed per manufacturer's recommendations.
Listings/Approvals
• Underwriters Laboratory No. 203 "Pipe Hangers" (3/8 " -3/4° diameters)
• International Conference of Building Officials (ICBO): Evaluation Report No. 4627
• International Conference of Building Officials (ICBO): Evaluation Report 5224
• Southern Building Code Congress (SBCCI): Report No. 9930
• City of Los Angeles (COLA): Research Report No. 24946
• Conforms to the description in Federal Specification FF -S -325, Group II, Type 4, Class 1
• Factory Mutual (FM) KB II 3/8" x 21/4° w /Rod Coupler MF(:HANI(:AL
• Metro-Dade County Approval 93-0224.04 PROPERTIES
4.3.3.2 MATERIAL SPECIFICATIONS ksi (MPa) ksi (MPa)
Carbon Steel KB II studs conform to ASTM A510 with chemical composition of AISI 1038 except 41 (282) 75 (517)
countersunk KB II, KB 3/4" x 12 ", 10111" x 6 ", KB II 1' x 9" and KB II 1" x 12" which conform to 75 (517) 90 (620)
ASTM A108 with chemical composition of AISI 11 L41
Wedges are manufactured from AISI 1010 carbon steel, except KB II 3/4" x 12 ", KB Ill" x 6 ", N/A N/A
KB Il 1" x 9" and KB Ill" x 12" wedges which conform to chemical composition of AISI 304
Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements N/A N/A
of ANSI B1822
Washers are carbon steel conforming to SAE 1005 -1033 and meet dimensional requirements N/A N/A
of ANSI 18.22.1 Type A Plain
All carbon steel parts are zinc plated in accordance with ASTM B633, Type III Fe/n 5 N/A N/A
Stainless Steel KB II studs conform to ASTM A276 orASTM A493 with chemical composition of_ _
either AISI 304 or 316 1/4" thru 9/16" 76 (524) 90 (620)
over 9/16° 64 (441) _ 76 (524) ,
Stainless steel wedges are of the same material grade as bolts or superior. •
Nuts are stainless steel conforming to ASTM F594 with chemical composition of either AISI 304 or 316
and meeting dimensional requirements of ANSI B1822 to conform with stud material
Washers are AISI 304 or 316 stainless steel conforming to ASTM A240 to conform with stud material
Note: Special Order KB Ii's, nuts and washers may vary from standard materials.
112 Him Product Technical Guide 10/99
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