The given figure shows ILD for SF and BM at section 1

AC = 3 m, BC = 9 m

The value of SF and BM at (1) due to concentrated load of 20 KN at mid span will be

1

0.75 kN and 2.25 kN-m

2
5 kN and 5 kN-m
3
7.5 kN and 10 kN-m
4
10 kN and 30 kN-m

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