The deflection at the free end of a cantilever of rectangular cross-section due to certain loading is $0.8 c m .$ If the depth

of the section is doubled keeping the width the same, then the deflection at the free end due to the same loading will be

- 1
  
  $0.1 c m$
- 2
  
  $0.4 c m$
- 3
  
  $0.8 c m$
- 4
  
  $1.6 c m$

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