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A frame is subjected to a load $P$ as shown in the figure. The frame has a constant flexural rigidity $EI$. The effect of axial load is neglected. The deflection at point $A$ due to the applied load $P$ is

  1. $\dfrac{1}{3}\dfrac{PL^3}{EI} \\$
  2. $\dfrac{2}{3}\dfrac{PL^3}{EI} \\$
  3. $\dfrac{PL^3}{EI} \\$
  4. $\dfrac{4}{3}\dfrac{PL^3}{EI}$
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