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 205
Table 9 - HIT-ICE allowable bond or concrete capacity and steel strength for HIS-N and HIS-RN inserts
1
Thread
size.
Effective
embedment
in. (mm)
HIT-ICE allowable
bond/concrete capacity
Allowable bolt strength
2
Tensile
lb (kN)
Shear
lb (kN)
ASTM A325
carbon steel
ASTM F593
stainless steel
Tensile
1
lb (kN)
Shear
1
lb (kN)
Tensile
1
lb (kN)
Shear
1
lb (kN)
3/8-16 UNC
4-3/8
2,750
1,605
4,370
2,250
3,645
1,875
(110)
(12.2)
(7.1)
(19.4)
(10.0)
(16.2)
(8.3)
1/2-13 UNC
5
4,195
3,040
7,775
4,005
6,480
3,335
(127)
(18.7)
(13.5)
(34.6)
(17.8)
(28.8)
(14.8)
5/8-11 UNC
6-5/8
6,700
4,575
12,150
6,260
10,125
5,215
(168)
(29.8)
(20.4)
(54.0)
(27.8)
(45.0)
(23.2)
3/4-10 UNC
8-1/4
7,855
6,305
17,495
9,010
12,395
6,385
(210)
(34.9)
(28.0)
(77.8)
(40.1)
(55.1)
(28.4)
Table 10 - HIT-ICE ultimate bond or concrete capacity and steel strength for HIS-N and HIS-RN inserts
1
Thread
size.
Effective
embedment
in. (mm)
HIT-ICE ultimate
bond/concrete capacity
2
Ultimate bolt strength
2
Tensile
lb (kN)
Shear
lb (kN)
ASTM A325
carbon steel
ASTM F593
stainless steel
Tensile
1
lb (kN)
Shear
1
lb (kN)
Tensile
1
lb (kN)
Shear
1
lb (kN)
3/8-16 UNC
4-3/8
11,000
6,425
9,935
5,960
8,280
4,970
(110)
(48.9)
(28.6)
(44.2)
(26.5)
(36.8)
(22.1)
1/2-13 UNC
5
16,790
12,170
17,665
10,600
14,720
8,835
(127)
(74.7)
(54.1)
(78.6)
(47.2)
(65.5)
(39.3)
5/8-11 UNC
6-5/8
26,795
18,310
27,610
16,565
23,010
13,805
(168)
(119.2)
(81.5)
(122.8)
(73.7)
(102.4)
(61.4)
3/4-10 UNC
8-1/4
31,430
25,215
39,760
23,855
28,165
16,900
(210)
(139.8)
(112.2)
(176.9)
(106.1)
(125.3)
(75.1)
1 Use lower value of either bond, concrete capacity or steel strength. Minimum concrete compressive strength ƒ'
c
is 2,000 psi.
2 Steel values in accordance with AISC
ASTM A325 bolts F
y
= 92 ksi , F
u
= 120 ksi
ASTM F593 (AISI 304
/
316) F
y
= 65 ksi, F
u
= 100 ksi for 3
/
8- through 5
/
8-in.
F
y
= 45 ksi, F
u
= 85 ksi for 3
/
4-in.
Allowable load values
Ultimate load values
Tension = 0.33 x F
u
x A
nom
Tension = 0.75 x F
u
x A
nom
Shear = 0.17 x F
u
x A
nom
Shear = 0.45 x F
u
x A
nom
