The shear force diagram for a simply supported beam of span 'l' is given in Fig. 10.79.

The maximum bending moment is

- 1
  
  $\frac{W l}{2}$
- 2
  
  $W (\frac{1}{2} - l_{1})$
- 3
  
  $W l_{1}$
- 4
  
  $W (l - 2 l_{1})$

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