Use and Care Manual
5
Hilti Anchor Rod Specications and Technical Data
June 2018
The following steel design information is for Hilti HAS threaded rods according to the material specifications on page 2, used in conjunction with Hilti adhesive anchors
designed in accordance with ACI 318 Chapter 17. 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 for use with ACI 318 Chapter 17
Design Information Symbol Units
Nominal Rod Diameter (in.)
1-1/8 1-1/4 1-1/2 1-3/4 2 2-1/4 2-1/2
Rod O.D. d in. 1.125 1.25 1.5 1.75 2 2.25 2.5
Rod effective cross-sectional area A
se
in.
2
0.7633 0.9691 1.405 1.90 2.50 3.25 4.00
(mm
2
) (492) (625) (906) (1,226) (1,613) (2,097) (2,581)
HAS-V-36
HAS-V-36 HDG
ASTM F1554 Gr. 36
1
Nominal strength as governed by steel strength
N
sa
lb 44,270 56,210 81,490 110,200 145,000 - -
(kN) (196.9) (250.0) (362.5) (490.2) (645.0) - -
V
sa
lb 26,560 33,725 48,895 66,120 87,000 - -
(kN) (118.1) (150.0) (217.5) (294.1) (387.0) - -
Reduction factor, seismic shear
α
v,seis
- 0.6 - -
Strength reduction factor f for tension
2
ф - 0.75 - -
Strength reduction factor f for shear
2
ф - 0.65 - -
HAS-E-55
HAS-E-55 HDG
ASTM F1554 Gr. 55
1
Nominal strength as governed by steel strength
N
sa
lb 57,250 72,685 105,375 142,500 187,500 - -
(kN) (254.7) (323.3) (468.7) (633.9) (834.0) - -
V
sa
lb 34,350 43,610 63,225 85,500 112,500 - -
(kN) (152.8) (194.0) (281.2) (380.3) (500.4) - -
Reduction factor, seismic shear
α
v,seis
- 0.7
(3)
- -
Strength reduction factor f for tension
2
ф - 0.75 - -
Strength reduction factor f for shear
2
ф - 0.65 - -
HAS-B-105
HAS-B-105 HDG
ASTM A193 B7 and
ASTM F1554 Gr. 105
1
Nominal strength as governed by steel strength
N
sa
lb 95,415 121,140 175,625 237,500 312,500 406,250 500,000
(kN) (424.4) (538.9) (781.2) (1,056.4) (1,390.1) (1,807.1) (2,224.1)
V
sa
lb 57,250 72,685 105,375 142,500 187,500 243,750 300,000
(kN) (254.7) (323.3) (468.7) (633.9) (834.0) (1,084.2) (1,334.5)
Reduction factor, seismic shear
α
v,seis
- 0.7
(3)
Strength reduction factor f for tension
2
ф - 0.75
Strength reduction factor f for shear
2
ф - 0.65
HAS-R Stainless Steel
ASTM A193, Gr. 8(M),
Class 1
1
Nominal strength as governed by steel strength
N
sa
lb 43,510 55,240 80,085 108,300 142,500 - -
(kN) (193.5) (245.7) (356.2) (481.7) (633.9) - -
V
sa
lb 26,105 33,145 48,050 64,980 85,500 - -
(kN) (116.1) (147.4) (213.7) (289.0) (380.3) - -
Reduction factor, seismic shear
α
v,seis
- 0.6 - -
Strength reduction factor f for tension
2
ф - 0.75 - -
Strength reduction factor f for shear
2
ф - 0.65 - -
1
Values provided for Hilti threaded rod materials based on published strengths and calculated in accordance with ACI 318-14 Chapter 17 Eq. 17.4.1.2 and Eq. 17.5.1.2b. Nuts and washers must be
appropriate for rod strength.
2
For use with the load combinations of IBC Section 1605.2, ACI 318-14 5.3, or ACI 318-11 D.4.3, as set forth in ACI 318-14 17.3.3 or ACI 318-11 D.4.3. If the load combinations of ACI 318 Appendix
C are used, the appropriate value of ф must be determined in accordance with ACI 318 D.4.4.
3
For HIT-RE 500 V3, the value of α
v,seis
can be increased. Refer to ICC-ES ESR-3814 or contact Hilti.
STRENGTH DESIGN ACCORDING TO ACI 318