If W is the load on a circular slab of radius R, the maximum circumferntial moment at the centre of the slab, is

- 1
  
  $\frac{W R^{2}}{16}$
- 2
  
  $\frac{2 W R^{2}}{16}$
- 3
  
  $\frac{3 W R^{2}}{16}$
- 4
  
  zero

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