The total pressure on the vertical face of a retaining wall subjected to the loading given in previous question, acts

- 1
  
  $\frac{h}{2} a b o v e b a s e$
- 2
  
  $\frac{h}{3} a b o v e b a s e$
- 3
  
  $\frac{p_{1} + 2 p_{2}}{p_{1} + p_{2}} . \frac{h}{2} a b o v e b a s e$
- 4
  
  $\frac{p_{1} + 2 p_{2}}{p_{1} + p_{2}} . \frac{h}{3} a b o v e b a s e$

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