Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 214

Table 22 — Steel design strength for US rebar 1 , 2 ASTM A615 Grade 40 4 ASTM A615 Grade 60 4 ASTM A706 Grade 60 4
Rebar size # 3
# 4
# 5
# 6
# 7
# 8
# 9
# 10
Tensile 3
ϕN sa lb ( kN )
Shear 4
ϕV sa lb ( kN )
Tensile 3
ϕN sa lb ( kN )
Shear 4
ϕV sa lb ( kN )
Tensile 3
ϕN sa lb ( kN )
Shear 4
ϕV sa lb ( kN )
4,290
2,375
5,720
3,170
6,600
3,430
( 19.1 )
( 10.6 )
( 25.4 )
( 14.1 )
( 29.4 )
( 15.3 )
7,800
4,320
10,400
5,760
12,000
6,240
( 34.7 )
( 19.2 )
( 46.3 )
( 25.6 )
( 53.4 )
( 27.8 )
12,090
6,695
16,120
8,930
18,600
9,670
( 53.8 )
( 29.8 )
( 71.7 )
( 39.7 )
( 82.7 )
( 43.0 )
17,160
9,505
22,880
12,670
26,400
13,730
( 76.3 )
( 42.3 )
( 101.8 )
( 56.4 )
( 117.4 )
( 61.1 )
23,400
12,960
31,200
17,280
36,000
18,720
( 104.1 )
( 57.6 )
( 138.8 )
( 76.9 )
( 160.1 )
( 83.3 )
30,810
17,065
41,080
22,750
47,400
24,650
( 137.0 )
( 75.9 )
( 182.7 )
( 101.2 )
( 210.8 )
( 109.6 )
39,000
21,600
52,000
28,800
60,000
31,200
( 173.5 )
( 96.1 )
( 231.3 )
( 128.1 )
( 266.9 )
( 138.8 )
49,530
27,430
66,040
36,575
76,200
39,625
( 220.3 )
( 122.0 )
( 293.8 )
( 162.7 )
( 339.0 )
( 176.3 )
1 See Section 3.1.8 to convert design strength value to ASD value . 2 ASTM A706 Grade 60 rebar are considered ductile steel elements . ASTM A615 Grade 40 and 60 rebar are considered brittle steel elements . 3 Tensile = ф A se , N f uta as noted in ACI 318 Chapter 17 . 4 Shear = ф 0.60 A se , N f uta as noted in ACI 318 Chapter 17 .
210 Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.5 HIT-ICE 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