The forces which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are

(i) water pressure

(ii) self weight

(iii) uplift

(iv) pressure due to earthquake

- 1
  
  Only (ii)
- 2
  
  (i), (ii) and (iii)
- 3
  
  (i), (ii) and (iv)
- 4
  
  (i), (ii), (iii) and (iv)

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