When a pile length L carring unformly distributed load w per unit length is suspended at two points, then the maximum bending moment at the points of suspension will be

- 1
  
  $\frac{w L^{2}}{16}$
- 2
  
  $\frac{w L^{2}}{47}$
- 3
  
  $\frac{w L^{2}}{90}$
- 4
  
  $\frac{w L^{2}}{118}$

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