Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
206 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
Table 11 - HIT-ICE allowable and ultimate bond
/
concrete capacity for HAS/HIT-V rods installed in 3,000 psi structural
sand-lightweight concrete
Nominal anchor
diameter
in.
Effective
embedment
in. (mm)
Allowable bond/concrete capacity
1
lb (kN)
Ultimate bond/concrete capacity
lb (kN)
Tensile
Shear
Tensile
Shear
3/8
1-3/4
(44)
745
(3.3)
1,285
(5.7)
2,980
(13.3)
5,150
(22.9)
3-1/2
(89)
1,220
(5.4)
1,580
(7.0)
4,920
(21.9)
6,320
(28.1)
1/2
2-1/8
(54)
975
(4.3)
2,130
(9.5)
3,900
(17.3)
8,520
(37.9)
4-1/4
(108)
1,210
(5.4)
2,910
(12.9)
4,840
(21.5)
11,640
(51.8)
5/8
2-1/2
(63)
1,200
15.3)
2,480
(11.0)
4,800
(21.4)
9,920
(44.1)
3/4
3-3/8
(86)
1,760
(7.8)
4,000
(17.8)
7,040
(31.3)
15,985
(71.1)
1 Influence factors for spacing and
/
or edge distance are applied to allowable concrete
/
bond values above, and then compared to the allowable steel value.
The lesser of these values is to be used for design.
Table 12 - Allowable loads for anchorage of exterior sill plates with HIT-ICE
1,2,3,4
Nominal anchor
diameter
in.
Effective
embedment
in. (mm)
edge distance
Tension
Shear lb (kN)
in.
(mm)
lb
(kN)
Load II to edge
Load
⊥
to edge
1/2
4-1/4
(108)
1-3/4
(45)
1,280
(5.3)
1,445
(6.4)
400
(1.8)
2-3/4
(70)
1,800
(8.1)
2,100
(9.5)
845
(3.8)
5/8
5
(127)
1-3/4
(45)
1,700
(7.6)
1,445
(6.4)
400
(1.8)
2-3/4
(70)
2,725
(12.1)
2,455
(10.9)
960
(4.3)
1 Allowable loads calculated using a factor of safety of 4.
2 Allowable loads are based on concrete capacity. The steel strength must be checked.
3 A wood 2x4 exterior plate has a 1-3/4 inch edge distance. A 2x6 has a 2-3/4 inch edge distance.
4 Minimum concrete compressive strength is 2,000 psi.
Table 13 - Allowable loads for anchorage to the top of grout-filled block walls with HIT-ICE
1,2,3,4
Nominal anchor
diameter
in.
Effective
embedment
in. (mm)
Edge distance
Tension
Shear lb (kN)
in.
(mm)
lb
(kN)
Load II to edge
Load
⊥
to edge
1/2
4-1/4
(108)
1-3/4
(45)
1,120
(5.0)
1,425
(6.3)
560
(2.5)
2-3/4
(70)
1,440
(6.4)
2,085
(9.3)
1,110
(4.9)
5/8
5
(127)
1-3/4
(45)
1,475
(6.5)
1,800
(8.0)
680
(3.0)
2-3/4
(70)
1,630
(7.2)
3,070
(13.7)
1,110
(4.9)
1 Allowable loads calculated using a factor of safety of 5.
2 Allowable loads are based on masonry capacity. The steel strength must be checked.
3 Minimum edge distance is 1-3/4 inches.
4 Minimum masonry prism strength is 1,500 psi.
