Assertion $A$ : Macaulay's method to determine the slope and deflection at a point in a beam is suitable for beams subjected to concentrated loads and can be extended to unifomly distributed loads.

Reason $R$ : Macaulay's method is based upon the modification of moment area method. This is applicable to a simple beam carrying a single concentrated load

- 1
  
  Both $A$ and $R$ are true and $R$ is the correct explanation of $A$
- 2
  
  Both $A$ and $R$ are true and $R$ is not a correct explanation of $A$
- 3
  
  $A$ is true but $R$ is false
- 4
  
  $A$ is false but $R$ is true

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