梁编号 | ρf | 箍筋 | ρsv/% | λ | 极限荷载/kN |
L1 | 1% |
| 0 | 2 | 786 |
L2 | 0.5% |
| 0 | 2 | 501 |
L3 | 1.5% |
| 0 | 2 | 813 |
L4 | 2% |
| 0 | 2 | 834 |
L5 | 1% | Φ6@200 | 0.19 | 2 | 819 |
L6 | 1% | Φ6@150 | 0.25 | 2 | 838 |