Table 19 — Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods
HAS Standard ISO 898 Class 5.8
Anchor
Tensile
Diameter
ϕN
in. (mm)
sa
lb (kN)
3/8
3,655
(9.5)
(16.3)
1/2
6,690
(12.7)
(29.8)
5/8
10,650
(15.9)
(47.4)
3/4
15,765
(19.1)
(70.1)
7/8
21,755
(22.2)
(96.8)
1
28,540
(25.4)
(127.0)
1-1/4
45,670
(31.8)
(203.1)
1 Tensile = ϕ A
as noted in ACI 318 Appendix D
f
se,N
uta
2 Shear = ϕ 0.60 A
as noted in ACI 318 Appendix D
f
se,N
uta
3 See Section 2.4.4 to convert design strength (factored resistance) value to ASD value.
4 HAS Super rods are considered ductile steel elements. HAS Standard and HAS SS rods are considered brittle steel elements.
Table 20 — Steel Factored Resistance (CSA A23.3 Annex D Based Design) for Hilti HAS Threaded Rods
HAS Standard ISO 898 Class 5.8
Anchor
Tensile
Diameter
ϕN
in. (mm)
sr
lb (kN)
3/8
3,345
(9.5)
(14.9)
1/2
6,125
(12.7)
(27.2)
5/8
9,750
(15.9)
(43.4)
3/4
14,430
(19.1)
(64.2)
7/8
19,915
(22.2)
(88.6)
1
26,125
(25.4)
(116.2)
1-1/4
41,805
(31.8)
(186.0)
1 Tensile = A
ϕ
R as noted in CSA A23.3 Annex D
f
se
s
ut
2 Shear = A
ϕ
0.60 f
R as noted in CSA A23.3 Annex D
se
s
ut
3 See Section 2.4.4 to convert design strength (factored resistance) value to ASD value.
4 HAS Super rods are considered ductile steel elements. HAS Standard and HAS SS rods are considered brittle steel elements.
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Hilti, Inc. (USA) 1-800-879-8000 I www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I HIT-HY 100 Technical Supplement 01/14