Use and Care Manual

10
June 2018
The following technical data is for adhesive anchors that will be designed in accordance with the Allowable Stress Design method (ASD). This includes Hilti HIT-HY 270 for
masonry, HIT-HY 200 for masonry, HIT-HY 100 for masonry, HIT-ICE, HIT-HY 10 PLUS, HIT-1, HTE 50 and HVU Capsules.
Note:
• Hilti HAS-V-36 threaded rods are not applicable for use with Hilti HVU Capsules since the end of the rod does not have a chisel point to break and mix the capsules
during installation.
• Hilti HIT-Z Anchor Rods do not have ASD load data since they are only used in conjunction with Hilti HIT-HY 200.
Allowable steel strength for Hilti HAS threaded rods
1
Nominal
anchor
diameter
in.
HAS-V-36 / HAS-V-36 HDG
ASTM F1554 Gr. 36
2
HAS-E-55 / HAS-E-55 HDG
ASTM F1554 Gr. 55
2
HAS-B-105 and HAS-B-105 HDG
ASTM A193 B7 and
ASTM F 1554 Gr. 105
2
HAS-R Stainless Steel
ASTM F593 (3/8-in to 1-in)
ASTM A193
(1/4-in and 1-1/8-in to 2-in)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
1/4
- - - - - - 925 475
- - - - - - (4.1) (2.1)
3/8
2,115 1,090 2,730 1,410 4,555 2,345 3,645 1,875
(9.4) (4.8) (12.1) (6.3) (20.3) (10.4) (16.2) (8.3)
1/2
3,755 1,935 4,860 2,505 8,095 4,170 6,480 3,335
(16.7) (8.6) (21.6) (11.1) (36.0) (18.5) (28.8) (14.8)
5/8
5,870 3,025 7,595 3,910 12,655 6,520 10,125 5,215
(26.1) (13.5) (33.8) (17.4) (56.3) (29.0) (45.0) (23.2)
3/4
8,455 4,355 10,935 5,635 18,225 9,390 12,390 6,385
(37.6) (19.4) (48.6) (25.1) (81.1) (41.8) (55.1) (28.4)
7/8
11,510 5,930 14,880 7,665 24,805 12,780 16,865 8,690
(51.2) (26.4) (66.2) (34.1) (110.3) (56.8) (75.0) (38.7)
1
15,035 7,745 19,440 10,015 32,400 16,690 22,030 11,350
(66.9) (34.5) (86.5) (44.5) (144.1) (74.2) (98.0) (50.5)
1-1/8
19,025 9,800 24,600 12,675 41,005 21,125 18,695 9,630
(84.6) (43.6) (109.4) (56.4) (182.4) (94.0) (83.2) (42.8)
1-1/4
23,490 12,100 30,375 15,645 50,620 26,080 23,085 11,890
(104.5) (53.8) (135.1) (69.6) (225.2) (116.0) (102.7) (52.9)
1-1/2
33,825 17,425 43,735 22,530 72,895 37,550 33,240 17,125
(150.5) (77.5) (194.5) (100.2) (324.3) (167.0) (147.9) (76.2)
1-3/4
46,035 23,715 59,530 30,665 99,220 51,110 45,245 23,305
(204.8) (105.5) (264.8) (136.4) (441.4) (227.3) (201.3) (103.7)
2
60,130 30,975 77,755 40,055 129,590 66,760 59,095 30,440
(267.5) (137.8) (345.9) (178.2) (576.4) (297.0) (262.9) (135.4)
2-1/4
- - - - 164,015 84,490 - -
- - - - (729.6) (375.8) - -
2-1/2
- - - - 202,485 104,310 - -
- - - - (900.7) (464.0) - -
1
Steel strength as dened in AISC Manual of Steel Construction (ASD):
Tensile = 0.33 x F
u
x Nominal Area
Shear = 0.17 x F
u
x Nominal Area
2
3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical composition
and mechanical property requirements of ASTM F1554.
TECHNICAL DATA — ALLOWABLE STRESS DESIGN (ASD)