The modular ratio m of a concrete whose permissible compressive stress is C, may be obtained from the equation.

- 1
  
  $m = \frac{700}{3 C}$
- 2
  
  $m = \frac{1400}{3 C}$
- 3
  
  $m = \frac{2800}{3 C}$
- 4
  
  $m = \frac{3500}{3 C}$

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