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 |