Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
3.2.5
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016 203
Table 6 - HIT-ICE allowable and ultimate bond
/
concrete capacity for HIT-V/HAS rods in normal-weight concrete
1,2
Nominal
anchor
diameter
in.
Effective
embedment
in. (mm)
HIT-ICE
allowable bond/concrete capacity
HIT-ICE
ultimate bond/concrete capacity
Tensile
Shear
Tensile
Shear
ƒ'
c
= 2,000 psi
(13.8 MPa)
lb (kN)
ƒ'
c
= 4,000 psi
(27.6 MPa)
lb (kN)
ƒ'
c
= 2,000 psi
(13.8 MPa)
lb (kN)
ƒ'
c
= 4,000 psi
(27.6 MPa)
lb (kN)
ƒ'
c
= 2,000 psi
(13.8 MPa)
lb (kN)
ƒ'
c
= 4,000 psi
(27.6 MPa)
lb (kN)
ƒ'
c
= 2,000 psi
(13.8 MPa)
lb (kN)
ƒ'
c
= 4,000 psi
(27.6 MPa)
lb (kN)
3/8
1-3/4
720
1,265
1,395
1,970
2,710
4,750
4,175
5,900
(44)
(3.2)
(5.6)
(6.2)
(8.8)
(12.1)
(21.1)
(18.6)
(26.2)
3-1/2
1,895
2,705
3,335
4,715
7,120
10,160
10,000
14,140
(89)
(8.4)
(12.0)
(14.8)
(21.0)
(31.7)
(45.2)
(44.5)
(62.9)
5-1/4
2,635
2,800
6,120
8,655
9,880
10,510
18,360
25,960
(133)
(11.7)
(12.5)
(27.2)
(38.5)
(44.0)
(46.8)
(81.7)
(115.5)
1/2
2-1/8
1,220
1,575
1,980
2,800
4,580
5,910
5,940
8,400
(54)
(5.4)
(7.0)
(8.8)
(12.5)
(20.4)
(26.3)
(26.4)
(37.4)
4-1/4
2,725
3,935
5,150
7,280
10,220
14,760
15,440
21,840
(108)
(12.1)
(17.5)
(22.9)
(32.4)
(44.5)
(65.7)
(68.7)
(97.1)
6-3/8
4,300
5,295
9,455
13,375
16,140
19,860
28,360
40,120
(162)
(19.1)
(23.6)
(42.1)
(59.5)
(71.8)
(88.3)
(126.2)
(178.5)
5/8
2-1/2
1,620
1,985
2,460
3,480
6,090
7,460
7,380
10,440
(64)
(7.2)
(8.8)
(10.9)
(15.5)
(27.1)
(33.2)
(32.8)
(46.4)
5
4,395
5,250
7,350
10,390
16,480
19,690
22,040
31,160
(127)
(19.5)
(23.4)
(32.7)
(46.2)
(73.3)
(87.6)
(98.0)
(138.6)
7-1/2
6,025
8,225
13,495
19,080
22,595
30,850
40,480
57,240
(191)
(26.8)
(36.6)
(60.0)
(84.9)
(100.5)
(137.2)
(180.0)
(254.6)
3/4
3-3/8
2,365
3,925
5,435
7,680
8,870
14,720
16,295
23,040
(86)
(10.5)
(17.5)
(24.2)
(34.2)
(39.5)
(65.5)
(72.5)
(102.5)
6-5/8
4,655
8,885
12,270
17,355
17,460
33,330
36,800
52,060
(168)
(20.7)
(39.5)
(54.6)
(77.2)
(77.7)
(148.3)
(163.7)
(231.6)
10
9,515
12,140
22,755
32,180
35,695
45,530
68,260
96,540
(254)
(42.3)
(54.0)
(101.2)
(143.1)
(158.8)
(202.5)
(303.6)
(429.4)
7/8
3-3/4
3,080
4,800
6,705
9,480
11,555
18,000
20,105
28,430
(95)
(13.7)
(21.4)
(29.8)
(42.4)
(51.4)
(80.1)
(89.4)
(126.5)
7-1/2
7,845
11,020
15,960
22,575
29,430
41,000
47,880
67,720
(191)
(34.9)
(49.0)
(71.0)
(100.4)
(130.9)
(182.3)
(213.0)
(301.2)
11-1/4
13,330
16,645
29,330
41,475
49,990
62,425
87,980
12,4420
(286)
(59.3)
(74.0)
(130.5)
(184.5)
(222.4)
(277.7)
(391.4)
(553.4)
1
4-1/8
3,445
4,865
8,265
11,685
12,920
18,250
24,790
35,050
(105)
(15.3)
(21.6)
(36.8)
(52.0)
(57.5)
(81.2)
(110.3)
(155.9)
8-1/4
8,330
11,635
19,690
27,840
31,250
43,640
59,060
83,520
(210)
(37.1)
(51.8)
(87.6)
(123.8)
(139.0)
(194.1)
(262.7)
(371.5)
12-3/8
15540
19,525
36,170
51,150
58,280
73,220
108,500
153,440
(314)
(69.1)
(86.8)
(160.9)
(227.5)
(259.3)
(325.7)
(482.6)
(682.5)
1-1/4
6
4645
7,000
14,760
20,870
17,430
26,265
44,280
62,610
(152)
(20.7)
(31.1)
(65.7)
(92.8)
(77.5)
(116.8)
(197.0)
(278.5)
12
15,490
20,770
38,615
54,610
58,085
77,900
115,840
163,820
(305)
(68.9)
(92.4)
(171.8)
(242.9)
(258.4)
(346.5)
(515.3)
(728.7)
15
19,210
26,815
53,960
76,315
72,040
100,560
161,880
228,940
(381)
(85.5)
(119.3)
(240.0)
(339.5)
(320.5)
(447.3)
(720.1)
(1018.4)
1 Influence factors for spacing and
/
or edge distance are applied to concrete
/
bond values above, and then compared to the steel value. The
lesser of the values is to be used for the design.
2 For h
ef
≥ h
ef,std
average ultimate concrete shear capacity based on Strength Design method. For h
ef
< h
ef,std
average ultimate concrete shear
values based on testing.
