Floor | hi (m) | Fi (t) | Shear (t) | Moment (t∙m) = hi × Fi |
7 | 21 | 14 | 14 | 294 |
6 | 18 | 12 | 26 | 216 |
5 | 15 | 10 | 36 | 150 |
4 | 12 | 8 | 44 | 96 |
3 | 9 | 6 | 50 | 54 |
2 | 6 | 4 | 54 | 24 |
1 | 3 | 2 | 56 | 6 |