A short column of external diameter $D_{1}$ and internal diameter $D_{2}$ carries an external load $W$ . For no-tension condition,

the eccentricity will be

- 1
  
  $({D^{2}}_{1} - {D^{2}}_{2}) / 8 D_{2}$
- 2
  
  $({D^{2}}_{2} + {D^{2}}_{1}) / 8 D_{2}$
- 3
  
  $({D^{2}}_{1} + {D^{2}}_{2}) / 8 D_{1}$
- 4
  
  ${(D_{1} + D_{2})}^{2} / 8 D_{1}$

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