A cantilever is subjected to a uniformly distributed load $W$ over its whole length $' L'$ and a concentrated upward force $W$ at its free end. The deflection of the free end is

- 1
  
  Zero
- 2
  
  $\frac{1}{384} \frac{W L^{3}}{E I} ↓$
- 3
  
  $\frac{5}{24} \frac{W L^{3}}{E I} ↑$
- 4
  
  $\frac{1}{2} \frac{W L^{3}}{E I} ↓$

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