If the maximum bending moment of a simply supported slab is M and the moment resistance factor is R, then the effective depth of slab (d) is given by

- 1
  
  $d = \frac{M}{\sqrt{100 R}}$
- 2
  
  $d = \frac{\sqrt{M}}{100 R}$
- 3
  
  $d = \sqrt{\frac{M}{100 R}}$
- 4
  
  $d = \frac{M}{100 R}$

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