Use and Care Manual
7
Hilti Anchor Rod Specications and Technical Data
June 2018
The following steel design information is for Hilti HAS threaded rods and HIT-Z anchor rods according to the material specifications on page 2, used in conjunction with Hilti
adhesive anchors designed in accordance with CSA A23.3-14 Annex D. This includes Hilti HIT-HY 200, HIT-RE 500 V3, HIT-RE 100, HIT-HY 100, and HIT-ICE.
Steel design information for Hilti HAS threaded rods and Hilti HIT-Z anchor rods for use with CSA A23.3-14 Annex D
Design Information Symbol Units
Nominal Rod Diameter (in.)
3/8 1/2 5/8 3/4 7/8 1
Rod O.D. d in. 0.375 0.5 0.625 0.75 0.875 1
Rod effective cross-sectional area A
se
in.
2
0.0775 0.1419 0.2260 0.3345 0.4617 0.6057
(mm
2
) (50) (92) (146) (216) (298) (391)
HAS-V-36
HAS-V-36 HDG
ASTM F1554 Gr. 36
1,4
Nominal strength as governed by steel strength
N
sa
lb 4,495 8,230 13,110 19,400 26,780 35,130
(kN) (20.0) (36.6) (58.3) (86.3) (119.1) (156.3)
V
sa
lb 2,695 4,940 7,865 11,640 16,070 21,080
(kN) (12.0) (22.0) (35.0) (51.8) (71.5) (93.8)
Reduction factor, seismic shear
α
v,seis
- 0.6
Strength reduction factor R for tension
2
R - 0.80
Strength reduction factor R for shear
2
R - 0.75
HAS-E-55
HAS-E-55 HDG
ASTM F1554 Gr. 55
1,4
Nominal strength as governed by steel strength
N
sa
lb 5,815 10,645 16,950 25,090 34,630 45,430
(kN) (25.9) (47.4) (75.4) (111.6) (154.0) (202.1)
V
sa
lb 3,490 6,385 10,170 15,055 20,780 27,260
(kN) (15.5) (28.4) (45.2) (67.0) (92.4) (121.3)
Reduction factor, seismic shear
α
v,seis
- 0.7
(3)
Strength reduction factor R for tension
2
R - 0.80
Strength reduction factor R for shear
2
R - 0.75
HAS-B-105
HAS-B-105 HDG
ASTM A193 B7 and
ASTM F1554 Gr.
105
1,4
Nominal strength as governed by steel strength
N
sa
lb 9,665 17,695 28,180 41,710 57,575 75,530
(kN) (43.0) (78.7) (125.4) (185.5) (256.1) (336.0)
V
sa
lb 5,800 10,615 16,910 25,025 34,545 45,320
(kN) (25.8) (47.2) (75.2) (111.3) (153.7) (201.6)
Reduction factor, seismic shear
α
v,seis
- 0.7
(3)
Strength reduction factor R for tension
2
R - 0.80
Strength reduction factor R for shear
2
R - 0.75
HAS-R Stainless Steel
ASTM F593, CW
Stainless
1
Nominal strength as governed by steel strength
N
sa
lb 7,750 14,190 22,600 28,435 39,245 51,485
(kN) (34.5) (63.1) (100.5) (126.5) (174.6) (229.0)
V
sa
lb 4,650 8,515 13,560 17,060 23,545 30,890
(kN) (20.7) (37.9) (60.3) (75.9) (104.7) (137.4)
Reduction factor, seismic shear
α
v,seis
- 0.7
(3)
Strength reduction factor R for tension
2
R - 0.70
Strength reduction factor R for shear
2
R - 0.65
HIT-Z Anchor Rod
1
(HIT-HY 200 only)
Nominal strength as governed by steel strength
N
sa
lb 7,305 13,375 21,305 31,470 - -
(kN) (32.5) (59.5) (94.8) (140.0) - -
V
sa
lb 3,215 5,885 9,375 13,850 - -
(kN) (14.3) (26.2) (41.7) (61.6) - -
Reduction factor, seismic shear
α
v,seis
- 1.00 0.65
-
Strength reduction factor R for tension
2
R - 0.70 -
Strength reduction factor R for shear
2
R - 0.65 -
HIT-Z-R Anchor Rod
(HIT-HY 200 only)
Stainless Steel
1
Nominal strength as governed by steel strength
N
sa
lb 7,305 13,375 21,305 31,470 - -
(kN) (32.5) (59.5) (94.8) (140.0) - -
V
sa
lb 4,385 8,025 12,785 18,885 - -
(kN) (19.5) (35.7) (56.9) (84.0) - -
Reduction factor, seismic shear
α
v,seis
- 1.00 0.75 0.65
-
Strength reduction factor R for tension
2
R - 0.70 -
Strength reduction factor R for shear
2
R - 0.65 -
1
Values provided for Hilti threaded rod materials based on published strengths and calculated in accordance with CSA A23.3-14 Annex D Eq. D.2 and Eq. D.31. Nuts and washers must be
appropriate for rod strength.
2
For use with the load combinations of CSA A23.3-14 Clause 8.
3
For HIT-RE 500 V3, the value of α
v,seis
can be increased. Refer to ICC-ES ESR-3814 or contact Hilti.
4
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.
LIMIT STATES DESIGN ACCORDING TO CSA A23.3-14