A simply supported beam of span 'l' is loaded (as shown in Fig. 10.84) with a uniformly varying load of intensity $w_{l}$ /unit length at $' A'$ to $w_{2}$ /unit length at $' B'$ .

The shear force at the support 'B' is given by

- 1
  
  $\frac{(w_{1} + w_{2}) 1}{3}$
- 2
  
  $\frac{(w_{1} + w_{2}) 1}{6}$
- 3
  
  $\frac{w_{l} l}{6} + \frac{w_{2} l}{3}$
- 4
  
  $\frac{w_{l} l}{3} + \frac{w_{2} l}{6}$

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