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HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
22
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
Table 19 — Steel Design Strength (ACI 318 Appendix D Based Design) for Hilti HAS Threaded Rods
3
Anchor
Diameter
in. (mm)
HAS Standard ISO 898 Class 5.8
4
HAS-Super ASTM A193 B7
4
HAS SS AISI 304/316 SS
4
Tensile
1
ϕ
N
sa
lb (kN)
Shear
2
ϕ
V
sa
lb (kN)
Tensile
1
ϕ
N
sa
lb (kN)
Shear
2
ϕ
V
sa
lb (kN)
Tensile
1
ϕ
N
sa
lb (kN)
Shear
2
ϕ
V
sa
lb (kN)
3/8
3,655
1,685
7,265
3,150
5,040
2,325
(9.5)
(16.3)
(7.5)
(32.3)
(14.0)
(22.4)
(10.3)
1/2
6,690
3,705
13,300
6,915
9,225
5,110
(12.7)
(29.8)
(16.5)
(59.2)
(30.8)
(41.0)
(22.7)
5/8
10,650
5,900
21,190
11,020
14,690
8,135
(15.9)
(47.4)
(26.2)
(94.3)
(49.0)
(65.3)
(36.2)
3/4
15,765
8,730
31,360
16,305
18,480
10,235
(19.1)
(70.1)
(38.8)
(139.5)
(72.5)
(82.2)
(45.5)
7/8
21,755
12,050
43,285
22,505
25,510
14,125
(22.2)
(96.8)
(53.6)
(192.5)
(100.1)
(113.5)
(62.8)
1
28,540
15,805
56,785
29,525
33,465
18,535
(25.4)
(127.0)
(70.3)
(252.6)
(131.3)
(148.9)
(82.4)
1-1/4
45,670
25,295
90,850
47,240
53,540
29,655
(31.8)
(203.1)
(112.5)
(404.1)
(210.1)
(238.2)
(131.9)
1 Tensile = ϕ
A
se,N
f
uta
as noted in ACI 318 Appendix D
2 Shear = ϕ 0.60
A
se,N
f
uta
as noted in ACI 318 Appendix D
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
3
Anchor
Diameter
in. (mm)
HAS Standard ISO 898 Class 5.8
4
HAS-Super ASTM A193 B7
4
HAS SS AISI 304/316 SS
4
Tensile
1
ϕ
N
sr
lb (kN)
Shear
2
ϕ
V
sr
lb (kN)
Tensile
1
ϕ
N
sr
lb (kN)
Shear
2
ϕ
V
sr
lb (kN)
Tensile
1
ϕ
N
sr
lb (kN)
Shear
2
ϕ
V
sr
lb (kN)
3/8
3,345
1,555
6,585
3,090
4,610
2,140
(9.5)
(14.9)
(6.9)
(29.3)
(13.7)
(20.5)
(9.5)
1/2
6,125
3,410
12,060
6,785
8,445
4,705
(12.7)
(27.2)
(15.2)
(53.6)
(30.2)
(37.6)
(20.9)
5/8
9,750
5,430
19,210
10,805
13,445
7,490
(15.9)
(43.4)
(24.2)
(85.4)
(48.1)
(59.8)
(33.3)
3/4
14,430
8,040
28,430
15,990
16,915
9,425
(19.1)
(64.2)
(35.8)
(126.5)
(71.1)
(75.2)
(41.9)
7/8
19,915
11,095
39,245
22,075
23,350
13,010
(22.2)
(88.6)
(49.4)
(174.6)
(98.2)
(103.9)
(57.9)
1
26,125
14,555
51,485
28,960
30,635
17,065
(25.4)
(116.2)
(64.7)
(229.0)
(128.8)
(136.3)
(75.9)
1-1/4
41,805
23,290
82,370
46,335
49,010
27,305
(31.8)
(186.0)
(103.6)
(366.4)
(206.1)
(218.0)
(121.5)
1 Tensile =
A
se
ϕ
s
f
ut
R
as noted in CSA A23.3 Annex D
2 Shear =
A
se
ϕ
s
0.60
f
ut
R
as noted in CSA A23.3 Annex D
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.