The maximum deflection of a fixed beam carrying a central load $W$ is equal to

- 1
  
  $\frac{W L^{3}}{48 E I}$
- 2
  
  $\frac{W L^{3}}{96 E I}$
- 3
  
  $\frac{W L^{3}}{192 E I}$
- 4
  
  $\frac{5}{384} \frac{W L^{3}}{E I}$

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