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