...
tw | 7.1 mm |
| ||||||||
lb | 25.7 mm |
| ||||||||
to | 10.7 + 15 = 25.7 mm (Beam flange + Beam flange radius) |
| ||||||||
Fy | 235.359 N/mm2 |
| ||||||||
Rn |
| AISC 360-16 Eq. J10-3 | ||||||||
Rn / Ω |
|
|
Required | Available | Check | Result |
---|---|---|---|
73.288 kN | 100.207 kN | 0.732 | √ |
...
tw | 7.1 mm |
| ||||
tf | 10.7 mm |
| ||||
lb | 25.7 mm |
| ||||
d | 300 mm |
| ||||
E | 205939650 kN/m2 |
| ||||
Fy | 235.359 N/mm2 |
| ||||
Rn | AISC 360-16 Eq. J10-5a | |||||
|
| |||||
Rn / Ω |
|
|
Required | Available | Check | Result |
---|---|---|---|
73.288 kN | 98.138 kN | 0.747 | √ |
...
Ag |
| |||||
Fy | 235.359 N/mm2 |
| ||||
Rn | AISC 360-16 J4-3 | |||||
Rn / Ω |
|
|
Required | Available | Check | Result |
---|---|---|---|
73.288 kN | 141.215 kN | 0.519 | √ |
...
Fe | 480000 kN/m2 | ||||
w | 11.315 mm | ||||
Fu | 362.846 N/mm2 | ||||
l | 110 mm | ||||
e | 60mm | ||||
Rn | |||||
Rn / Ω |
|
Required | Available | Check | Result |
---|---|---|---|
73.288 kN | 74.06 kN | 0.990 | √ |
...