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

\(\frac{{{\rm{P}}{{\rm{L}}^3}}}{{{3\rm{EI}}}}\)

\(\frac{{{\rm{2P}}{{\rm{L}}^3}}}{{{3\rm{EI}}}}\)

\(\frac{{{\rm{P}}{{\rm{L}}^3}}}{{{\rm{EI}}}}\)

\(\frac{{{4\rm{P}}{{\rm{L}}^3}}}{{{3\rm{EI}}}}\)

A frame is subjected to a load P as shown in the figure. The frame has

1.	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
A.	\(\frac{{{\rm{P}}{{\rm{L}}^3}}}{{{3\rm{EI}}}}\)
B.	\(\frac{{{\rm{2P}}{{\rm{L}}^3}}}{{{3\rm{EI}}}}\)
C.	\(\frac{{{\rm{P}}{{\rm{L}}^3}}}{{{\rm{EI}}}}\)
D.	\(\frac{{{4\rm{P}}{{\rm{L}}^3}}}{{{3\rm{EI}}}}\)
Answer» E.

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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

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