As per Terzaghi's equation, the bearing capacity of strip footing resting on cohesive soil $(c = 10 k N / m^{2})$ for unit depth and unit width $(a s s u m e N_{c} a s 5.7)$ is

- 1
  
  $47 k N / m^{2}$
- 2
  
  $57 k N / m^{2}$
- 3
  
  $67 k N / m^{2}$
- 4
  
  $77 k N / m^{2}$

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