A short column of external diameter D and internal diameter d, is subjected to a load W, with an eccentricity e, causing zero stress at an extreme fibre. The value of e must be -

- 1
  
  (D^2+d^2)/8πD
- 2
  
  (D^2+d^2)/8D
- 3
  
  (D^2-d^2)/8D
- 4
  
  (D^2+d^2)/8d

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