If 'w' is the uniformly distributed load on a circular slab of radius 'R' is freely supported at edges then the redial moment at the middle of the slab will be

- 1
  
  $\frac{w R^{2}}{16}$
- 2
  
  $\frac{3 w R^{2}}{16}$
- 3
  
  $\frac{5 w R^{2}}{16}$
- 4
  
  $\frac{7 w R^{2}}{16}$

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