Floor | hi (m) | Fi (t) | Shear (t) | Moment (t∙m) = hi × Fi |
7 | 21 | 11.57 | 11.571 | 243 |
6 | 18 | 9.918 | 21.489 | 178.524 |
5 | 15 | 8.265 | 29.754 | 123.975 |
4 | 12 | 6.612 | 36.366 | 79.344 |
3 | 9 | 4.959 | 41.325 | 44.631 |
2 | 6 | 3.306 | 44.631 | 19.836 |
1 | 3 | 1.653 | 46.284 | 4.959 |