Table 29 — Steel design strength for Hilti HAS threaded rods for use with ACI 318 Chapter 17
Anchor Fastening Technical Guide , Edition 22
HAS-V-36 / HAS-V-36 HDG ASTM F1554 Gr . 36 4 , 6
|
HAS-E-55 / HAS-E-55 HDG ASTM F1554 Gr . 55 4 , 6
|
HAS-B-105 / HAS-B-105 HDG ASTM A193 B7 and ASTM F 1554 Gr . 105 4 , 6
|
HAS-R stainless steel ASTM F593 ( 3 / 8-in to 1-in ) 5 ASTM A193 ( 1-1 / 8-in to 2-in ) 4
|
Nominal anchor diameter in .
3 / 8
1 / 2
5 / 8
3 / 4
7 / 8
1
1-1 / 4
Tensile 1
ФN sa lb ( kN )
Shear 2
ФV sa lb ( kN )
Seismic
Shear 3
ФV sa , eq lb ( kN )
Tensile 1
ФN sa lb ( kN )
Shear 2
ФV sa lb ( kN )
Seismic
Shear 3
ФV sa , eq lb ( kN )
Tensile 1
ФN sa lb ( kN )
Shear 2
ФV sa lb ( kN )
Seismic
Shear 3
ФV sa , eq lb ( kN )
Tensile 1
ФN sa lb ( kN )
Shear 2
ФV sa lb ( kN )
3,370 1,750 1,050 4,360 2,270 2,270 7,270 3,780 3,780 5,040 2,790 2,230 ( 15.0 ) ( 7.8 ) ( 4.7 ) ( 19.4 ) ( 10.1 ) ( 10.1 ) ( 32.3 ) ( 16.8 ) ( 16.8 ) ( 22.4 ) ( 12.4 ) ( 9.9 ) 6,175 3,210 1,925 7,985 4,150 4,150 13,305 6,920 6,920 9,225 5,110 4,090 ( 27.5 ) ( 14.3 ) ( 8.6 ) ( 35.5 ) ( 18.5 ) ( 18.5 ) ( 59.2 ) ( 30.8 ) ( 30.8 ) ( 41.0 ) ( 22.7 ) ( 18.2 ) 9,835 5,110 3,065 12,715 6,610 6,610 21,190 11,020 11,020 14,690 8,135 6,510 ( 43.7 ) ( 22.7 ) ( 13.6 ) ( 56.6 ) ( 29.4 ) ( 29.4 ) ( 94.3 ) ( 49.0 ) ( 49.0 ) ( 65.3 ) ( 36.2 ) ( 29.0 ) 14,550 7,565 4,540 18,820 9,785 9,785 31,360 16,310 16,310 18,485 10,235 8,190 ( 64.7 ) ( 33.7 ) ( 20.2 ) ( 83.7 ) ( 43.5 ) ( 43.5 ) ( 139.5 ) ( 72.6 ) ( 72.6 ) ( 82.2 ) ( 45.5 ) ( 36.4 ) 20,085 10,445 6,265 25,975 13,505 13,505 43,285 22,510 22,510 25,510 14,125 11,300 ( 89.3 ) ( 46.5 ) ( 27.9 ) ( 115.5 ) ( 60.1 ) ( 60.1 ) ( 192.5 ) ( 100.1 ) ( 100.1 ) ( 113.5 ) ( 62.8 ) ( 50.3 ) 26,350 13,700 8,220 34,075 17,720 17,720 56,785 29,530 29,530 33,465 18,535 14,830 ( 117.2 ) ( 60.9 ) ( 36.6 ) ( 151.6 ) ( 78.8 ) ( 78.8 ) ( 252.6 ) ( 131.4 ) ( 131.4 ) ( 148.9 ) ( 82.4 ) ( 66.0 ) 42,160 21,920 13,150 54,515 28,345 28,345 90,855 47,245 47,245 41,430 21,545 17,235 ( 187.5 ) ( 97.5 ) ( 58.5 ) ( 242.5 ) ( 126.1 ) ( 126.1 ) ( 404.1 ) ( 210.2 ) ( 210.2 ) ( 184.3 ) ( 95.8 ) ( 76.7 )
1 Tensile = ϕ A se , N f uta as noted in ACI 318 17.4.1.2 2 Shear = ϕ 0.60 A se , V f uta as noted in ACI 318 17.5.1.2b .
3 Seismic Shear = α V , seis ϕ V sa
: Reduction factor for seismic shear only . See ACI 318 for additional information on seismic applications . 4 HAS-V , HAS-E ( 3 / 8-in to 1-1 / 4-in ), HAS-B , and HAS-R ( Class 1 ; 1-1 / 4-in ) threaded rods are considered ductile steel elements ( including HDG rods ). 5 HAS-R ( CW1 and CW2 ; 3 / 8-in to 1-in ) threaded rods are considered brittle steel elements . 6 3 / 8-inch dia . threaded rods are not included in the ASTM F1554 standard . Hilti 3 / 8-inch dia . HAS-V , HAS-E , and HAS-E-B ( incl . HDG ) threaded rods meet the chemical composition and mechanical property requirements of ASTM F1554 .
Seismic
Shear 3
ФV sa , eq lb ( kN )
3.2.3
Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.3 HIT-RE 500 V3 EPOXY ADHESIVE ANCHORING SYSTEM Hilti , Inc . 1-800-879-8000 | en español 1-800-879-5000 | www . hilti . com | Hilti ( Canada ) Corporation | www . hilti . ca | 1-800-363-4458
127