Use and Care Manual
11
Hilti Anchor Rod Specications and Technical Data
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.
Ultimate 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 / 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)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
1/4
- - - - - - - - - 955 2,100 1,260
- - - - - - - - - (4.2) (9.3) (5.6)
3/8
2,790 4,800 2,880 4,265 6,210 3,725 8,140 10,350 6,210 5,040 8,280 4,970
(12.4) (21.4) (12.8) (19.0) (27.6) (16.6) (36.2) (46.0) (27.6) (22.4) (36.8) (22.1)
1/2
5,110 8,540 5,125 7,805 11,040 6,625 14,900 18,405 11,040 9,225 14,725 8,835
(22.7) (38.0) (22.8) (34.7) (49.1) (29.5) (66.3) (81.9) (49.1) (41.0) (65.5) (39.3)
5/8
8,135 13,345 8,005 12,430 17,260 10,355 23,730 28,765 17,260 14,690 23,010 13,805
(36.2) (59.4) (35.6) (55.3) (76.8) (46.1) (105.6) (128.0) (76.8) (65.3) (102.4) (61.4)
3/4
12,040 19,220 11,530 18,400 24,850 14,910 35,125 41,420 24,850 15,055 28,165 16,900
(53.6) (85.5) (51.3) (81.8) (110.5) (66.3) (156.2) (184.2) (110.5) (67.0) (125.3) (75.2)
7/8
16,620 26,155 15,695 25,395 33,825 20,295 48,480 56,370 33,825 20,775 38,335 23,000
(73.9) (116.3) (69.8) (113.0) (150.5) (90.3) (215.6) (250.7) (150.5) (92.4) (170.5) (102.3)
1
21,805 34,165 20,500 33,315 44,180 26,505 63,600 73,630 44,180 27,255 50,070 30,040
(97.0) (152.0) (91.2) (148.2) (196.5) (117.9) (282.9) (327.5) (196.5) (121.2) (222.7) (133.6)
1-1/8
27,480 43,240 25,945 41,980 55,915 33,550 80,145 93,190 55,915 22,900 42,495 25,495
(122.2) (192.3) (115.4) (186.7) (248.7) (149.2) (356.5) (414.5) (248.7) (101.9) (189.0) (113.4)
1-1/4
34,890 53,385 32,030 53,300 69,030 41,420 101,755 115,050 69,030 29,075 52,465 31,480
(155.2) (237.5) (142.5) (237.1) (307.1) (184.2) (452.6) (511.8) (307.1) (129.3) (233.4) (140.0)
1-1/2
50,590 76,870 46,125 77,290 99,400 59,640 147,550 165,670 99,400 42,160 75,545 45,325
(225.0) (341.9) (205.2) (343.8) (442.2) (265.3) (656.3) (736.9) (442.2) (187.5) (336.0) (201.6)
1-3/4
68,380 104,630 62,780 104,470 135,295 81,180 199,445 225,495 135,295 56,985 102,825 61,695
(304.2) (465.4) (279.3) (464.7) (601.8) (361.1) (887.2) (1,003.0) (601.8) (253.5) (457.4) (274.4)
2
89,935 136,660 81,995 137,400 176,715 106,030 262,315 294,525 176,715 74,945 134,305 80,580
(400.0) (607.9) (364.7) (611.2) (786.1) (471.6) (1,166.8) (1,310.1) (786.1) (333.4) (597.4) (358.4)
2-1/4
- - - - - - 341,005 372,755 223,655 - - -
- - - - - - (1,516.9) (1,658.1) (994.9) - - -
2-1/2
- - - - - - 419,875 460,195 276,115 - - -
- - - - - - (1,867.7) (2,047.0) (1,228.2) - - -
1
Steel strength as dened in AISC Manual of Steel Construction (LRFD):
Yield = F
y
x Tensile stress area
Tensile = 0.75 x F
u
x Nominal Area
Shear = 0.45 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) - CONTINUED