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 207
Table 14 - HIT-ICE allowable loads for threaded rods in grout-filled concrete masonry units
1, 2, 3, 4
Nominal
anchor
diameter
in.
Effective
embedment
in. (mm)
Distance from
edge
Tension
5,6
Shear lb (kN)
5,6
in.
(mm)
lb
(kN)
HAS-E
ISO 898 Class 5.5
HAS-E B7
ASTM A193 Grade B7
HAS-R
AISI 304 / 316
3/8
3-1/2
(89)
4
(102)
1,550
(6.9)
1360
(6.0)
2020
(9.0)
1875
(8.3)
≥12
(305)
1/2
4-1/4
(108)
4
(102)
1,785
(7.9)
2,020
(9.0)
2,020
(9.0)
2,020
(9.0)
≥12
(305)
2,420
(10.8)
4,170
(18.5)
3,335
(14.8)
5/8
5
(127)
4
(102)
2,265 (10.1)
2,020
(9.0)
2,020
(9.0)
2,020
(9.0)
≥12
(305)
3,780
(16.8)
5,625
(25.0)
5,215
(23.2)
3/4
6-5/8
(168)
4
(102)
3,740 (16.6)
2,020
(9.0)
2,020
(9.0)
2,020
(9.0)
≥12
(305)
5,445
(24.2)
5,625
(25.0)
5,625
(25.0)
Edge distance for shear and tension:
Grout-filled, normal-weight and lightweight block
c
cr
= 12 in. minimum from free edge
c
min
= 4 in. minimum from free edge
Anchor spacing for shear and tension:
Grout-filled, normal-weight and lightweight block
s
cr
= s
min
= maximum (1) anchor per cell and minimum 8 inches
center-to-center spacing between anchors
Figure 3 - Anchor spacing and edge distance
Table 15 - HIT-ICE ultimate loads for threaded rods in grout-filled concrete masonry units
1, 2, 3, 4
Nominal
anchor
diameter
in.
Effective
embedment
in. (mm)
Distance
from edge
Tension lb (kN)
5,6
Shear lb (kN)
5,6
in.
(mm)
HAS-E
ISO 898
Class 5.5
HAS-E B7
ASTM A193
Grade B7
HAS-R
AISI 304 / 316
HAS-E
ISO 898
Class 5.5
HAS-E B7
ASTM A193
Grade B7
HAS-R
AISI 304 / 316
3/8
3-1/2
(90)
4
(102)
6,005 (26.7) 6,200 (27.6) 6,200 (27.6) 3,605 (16.0) 6,210 (27.6) 4,970 (22.1)
≥12
(305)
1/2
4-1/4
(108)
4
(102)
7,140 (31.8) 7,140 (31.8) 7,140 (31.8) 6,405 (28.5)
8,075 (35.9) 8,075 (35.9)
≥12
(305)
11,040 (49.1) 8,835 (39.3)
5/8
5
(127)
4
(102)
9,060 (40.3) 9,060 (40.3) 9,060 (40.3)
8,075 (35.9) 8,075 (35.9) 8,075 (35.9)
≥12
(305)
10,010 (44.2) 17,260 (76.8) 13,805 (61.4)
3/4
6-5/8
(168)
4
(102)
14,970 (66.6) 14,970 (66.6) 14,970 (66.6)
8,075 (35.9) 8,075 (35.9) 8,075 (35.9)
≥12
(305)
14,415 (64.1) 22,500 (100.1) 16,800 (75.2)
1 Values are for lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C90 with 2,000 psi grout conforming to ASTM C476.
2 Embedment depth is measured from the outside face of the concrete masonry unit.
3 Values are for anchors located in the grouted cell, head joint, bed joint, T-joint, cross web or any combination of the above.
4 Values for edge distances between 4 inches and 12 inches can be calculated by linear interpolation.
5 Loads are based on the lesser of bond strength, steel strength or base material strength.
6
Steel values in accordance with AISC
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
