Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 280

Table 4 — Steel strength for Hilti HSL4 anchors 1 , 2
HSL4 , HSL4-B , HSL4-SK HSL4-G
Nominal anchor diameter
Tensile 3 фN sa lb ( kN )
Shear 4 фV sa lb ( kN )
Seismic shear 5
фV sa , eq lb ( kN )
Tensile 3 фN sa lb ( kN )
Shear 4 фV sa lb ( kN )
Seismic shear 5
фV sa , eq lb ( kN )
M8
4,960 ( 22 . 1 )
4,705 ( 20 . 9 )
2,995 ( 13 . 3 )
4,960 ( 22 . 1 )
3,945 ( 17 . 5 )
2,455 ( 10 . 9 )
M10
7,830 ( 34 . 8 )
6,650 ( 29 . 6 )
5,495 ( 24 . 4 )
7,830 ( 34 . 8 )
5,450 ( 24 . 2 )
4,500 ( 20 . 0 )
M12
11,395 ( 50 . 7 )
9,570 ( 42 . 6 )
7,730 ( 34 . 4 )
11,395 ( 50 . 7 )
7,905 ( 35 . 2 )
6,385 ( 28 . 4 )
M16
21,140 ( 94 . 0 )
17,360 ( 77 . 2 )
16,115 ( 71 . 7 )
21,140 ( 94 . 0 )
14,745 ( 65 . 6 )
13,690 ( 60 . 9 )
M20
33,060 ( 147 . 1 )
25,690 ( 114 . 3 )
18,940 ( 84 . 2 )
33,060 ( 147 . 1 )
21,555 ( 95 . 9 )
15,900 ( 70 . 7 )
M24
47,590 ( 211 . 7 )
29,870 ( 132 . 9 )
24,810 ( 110 . 4 )
47,590 ( 211 . 7 )
28,060 ( 124 . 8 )
n / a
1 See PTG Ed . 21 section 3.1.8 to convert design strength value to ASD value . 2 Hilti HSL4 Carbon Steel anchors are to be considered ductile steel elements . 3 Tensile фN sa = ф Ase , Nf uta as noted in ACI 318 Chapter 17 4 Shear values determined by static shear tests with фV sa ≤ ф 0.60 A se , V f uta as noted in ACI 318 Chapter 17 5 Seismic shear values determined by seismic shear tests with фV sa , eq ≤ ф 0.60 A se , V f uta as noted in ACI 318 Chapter 17
See PTG Ed . 21 section 3.1.8 for additional information on seismic applications .
276 Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.3.2 HSL4 HEAVY-DUTY EXPANSION ANCHORS 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