If the eccentricity of total self weight $' W'$ of a masonry dam at its base is equal to one fourth of the base width $' B',$ then

the maximum pressure at the base is given by

- 1
  
  $2 W / 3 B$
- 2
  
  $4 W / 3 B$
- 3
  
  $5 W / 2 B$
- 4
  
  $8 W / 3 B$

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