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

- 1
  
  $\frac{w L^{2}}{2}$
- 2
  
  $\frac{w L^{2}}{4}$
- 3
  
  $\frac{w L^{2}}{8}$
- 4
  
  $\frac{w L^{2}}{16}$

Display Comments

Leave a comment

Login at first then you can submit comment. Click here to login.