Use and Care Manual

8
June 2018
LIMIT STATES DESIGN ACCORDING TO CSA A23.3-14
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 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 for use with CSA A23.3-14 Annex D
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 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
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 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
Nominal strength as governed by steel strength
N
sa
lb 95,185 120,845 175,205 236,930 311,750 405,275 498,800
(kN) (423.4) (537.5) (779.3) (1,053.9) (1,386.7) (1,802.7) (2,218.8)
V
sa
lb 57,110 72,505 105,125 142,160 187,050 243,165 299,280
(kN) (254.0) (322.5) (467.6) (632.4) (832.0) (1,081.6) (1,331.3)
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-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 R for tension
2
R - 0.80 - -
Strength reduction factor R for shear
2
R - 0.75 - -
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.