A beam of rectangular section $100 m m x 300 m m$ carries certain loads such that the Bending Moment at a section

$A$ is $M$ and at another section $B$ it is $(M + C) .$ The distance between the sections

- 1
  $1.5 M N / m^{2}$
- 2
  
  $1.0 M N / m^{2}$
- 3
  
  $0.5 M N / m^{2}$
- 4
  
  $0.25 M N / m^{2}$

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