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