Table 41 — Steel design strength for Hilti HAS threaded rods for use with ACI 318 Chapter 17
HAS-V-36 / HAS-V-36 HDG ASTM F1554 Gr . 36 4 , 6
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HAS-E-55 / HAS-E-55 HDG ASTM F1554 Gr . 55 4 , 6
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HAS-B-105 and HAS-B-105 HDG ASTM A193 B7 and ASTM F 1554 Gr . 105 4 , 6
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HAS-R stainless steel ASTM F593 ( 3 / 8-in to 1-in ) 5 ASTM A193 ( 1-1 / 8-in to 2-in ) 4
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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 1,590 7,270 3,780 2,645 5,040 2,790 1,955 ( 15.0 ) ( 7.8 ) ( 4.7 ) ( 19.4 ) ( 10.1 ) ( 7.1 ) ( 32.3 ) ( 16.8 ) ( 11.8 ) ( 22.4 ) ( 12.4 ) ( 8.7 ) 6,175 3,210 1,925 7,985 4,150 2,905 13,305 6,920 4,845 9,225 5,110 3,575 ( 27.5 ) ( 14.3 ) ( 8.6 ) ( 35.5 ) ( 18.5 ) ( 12.9 ) ( 59.2 ) ( 30.8 ) ( 21.6 ) ( 41.0 ) ( 22.7 ) ( 15.9 ) 9,835 5,110 3,065 12,715 6,610 4,625 21,190 11,020 7,715 14,690 8,135 5,695 ( 43.7 ) ( 22.7 ) ( 13.6 ) ( 56.6 ) ( 29.4 ) ( 20.6 ) ( 94.3 ) ( 49.0 ) ( 34.3 ) ( 65.3 ) ( 36.2 ) ( 25.3 ) 14,550 7,565 4,540 18,820 9,785 6,850 31,360 16,310 11,415 18,485 10,235 7,165 ( 64.7 ) ( 33.7 ) ( 20.2 ) ( 83.7 ) ( 43.5 ) ( 30.5 ) ( 139.5 ) ( 72.6 ) ( 50.8 ) ( 82.2 ) ( 45.5 ) ( 31.9 ) 20,085 10,445 6,265 25,975 13,505 9,455 43,285 22,510 15,755 25,510 14,125 9,890 ( 89.3 ) ( 46.5 ) ( 27.9 ) ( 115.5 ) ( 60.1 ) ( 42.1 ) ( 192.5 ) ( 100.1 ) ( 70.1 ) ( 113.5 ) ( 62.8 ) ( 44.0 ) 26,350 13,700 8,220 34,075 17,720 12,405 56,785 29,530 20,670 33,465 18,535 12,975 ( 117.2 ) ( 60.9 ) ( 36.6 ) ( 151.6 ) ( 78.8 ) ( 55.2 ) ( 252.6 ) ( 131.4 ) ( 91.9 ) ( 148.9 ) ( 82.4 ) ( 57.7 ) 42,160 21,920 13,150 54,515 28,345 19,840 90,855 47,245 33,070 41,430 21,545 12,925 ( 187.5 ) ( 97.5 ) ( 58.5 ) ( 242.5 ) ( 126.1 ) ( 88.3 ) ( 404.1 ) ( 210.2 ) ( 147.1 ) ( 184.3 ) ( 95.8 ) ( 57.5 )
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 )
60 Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.2 HILTI HIT-HY 200 A / R V3 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