Table 7 Anti-overturning stability factors of the corridor woven arch bridge with adding weight to the bridge
From: Research on flood resistance performance of traditional corridor woven arch bridges
Uniform load (kN/m2) | Anti-overturning moment (kN m) | Anti-overturning stability factor Koverturn | |
|---|---|---|---|
H8V4-FYB | H8V6-FYB | ||
0.5 | 804.53 | 0.62 | 0.47 |
1.0 | 929.13 | 0.72 | 0.54 |
1.5 | 1053.73 | 0.81 | 0.61 |
2.0 | 1178.34 | 0.91 | 0.68 |
2.5 | 1302.94 | 1.00 | 0.76 |
3.0 | 1427.54 | 1.10 | 0.83 |
3.5 | 1552.15 | 1.20 | 0.90 |
4.0 | 1676.75 | 1.29 | 0.97 |
4.5 | 1801.35 | 1.39 | 1.04 |
