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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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Arjun asked Feb 19, 2017
In a statically determinate plane truss, the number of joints $(j)$ and the number of members $(m)$ are related by$j = 2m – 3$$m = 2j + 1$$m = 2j – 3$$m = 2j − 1$