1 . Anchor Channel Systems |
2 . HAC Portfolio |
3 . HAC Applications |
N ss
HBC-T 8.8
|
lb ( kN ) |
5,215 ( 23.2 ) |
7,575 ( 33.7 |
15,160 ( 67.4 ) |
28,235 ( 125.6 ) |
39,229 ( 174.5 ) |
Nominal tensile strength of a channel bolt for seismic design |
N ss , seis
HBC-T 8.8
|
lb ( kN ) |
- |
7,575 ( 33.7 |
15,160 ( 67.4 ) |
28,235 ( 125.6 ) |
39,229 ( 174.5 ) |
Strength reduction factor |
||||
for tension , steel failure |
ϕ |
- |
- |
0.65 |
modes 1 |
V ss
HBC-T 8.8
|
lb ( kN ) |
3,125 ( 13.9 ) |
4,540 ( 20.2 ) |
9,095 ( 40.4 ) |
16,940 ( 75.3 ) |
27,427 ( 122.0 ) |
Nominal shear strength of a channel bolt for seismic design |
V ss , seis
HBC-T 8.8
|
lb ( kN ) |
- |
4,540 ( 20.2 ) |
9,095 ( 40.4 ) |
16,940 ( 75.3 ) |
27,427 ( 122.0 ) |
Nominal shear strength of a channel bolt |
M o HBC-T 8.8 ss |
lb-in ( N * m ) |
265 ( 29.9 ) |
465 ( 52.4 ) |
930 ( 104.8 ) |
2,355 ( 266.3 ) |
4,768 ( 538.7 ) |
Nominal shear strength of a channel bolt for seismic design |
Strength reduction factor |
||||
for shear , steel failure |
ϕ |
- |
- |
0.60 |
modes 1 |