A simply supported beam of span $' L ‵$ and uniform flexural rigidity $E l$ , carries a central load $' W'$ and total uniformly

distributed load $' W ‵$ throughout the span. The maximum deflection is given by

- 1
  
  $13 W L^{3} / 96 E I$
- 2
  
  $5 W L^{3} / 384 E I$
- 3
  
  $5 W L^{3} / 96 E I$
- 4
  
  $13 W L^{3} / 384 E I$

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