In Fig. 10.78, the maximum bending moment at the fixed end of the cantilever caused by the $U D L$ is $M .$

The bending moment at a section $l / 5$ from the free end is

- 1
  
  $4 %$ of $M$
- 2
  
  $5 %$ of $M$
- 3
  
  $10 %$ of $M$
- 4
  
  $20 %$ of $M$

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