If the maximum bending moment of a simply supported slab is M kg.cm, the effective depth of the slab is

where Q is M.R. factor.

- 1
  
  $\sqrt{\frac{M}{100 Q}}$
- 2
  
  $\frac{M}{\sqrt{Q}}$
- 3
  
  $\sqrt{\frac{M}{Q}}$
- 4
  
  $\frac{M}{100 Q}$

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