If L is the effective span of a R.C.C. beam which is subjected to maximum shear $q_{m a x}$ at the ends, the distance from either end over which stirrups for the shear, are provided, is

- 1
  
  $\frac{L}{2} (1 - \frac{3}{q_{m a x}})$
- 2
  
  $\frac{L}{3} (1 - \frac{5}{q_{m a x}})$
- 3
  
  $\frac{L}{2} (1 - \frac{5}{q_{m a x}})$
- 4
  
  $\frac{L}{2} (1 - \frac{2}{q_{m a x}})$

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