Floor | hi (m) | Fi (t) | Shear (t) | Moment (t∙m) = hi × Fi |
7 | 21 | 57.855 | 57.855 | 1215 |
6 | 18 | 49.59 | 107.445 | 892.62 |
5 | 15 | 41.325 | 148.77 | 619.875 |
4 | 12 | 33.06 | 181.83 | 396.72 |
3 | 9 | 24.795 | 206.625 | 223.155 |
2 | 6 | 16.53 | 223.155 | 99.18 |
1 | 3 | 8.265 | 231.42 | 24.795 |