If the hinged end of a propped cantilever of span L and flexural rigidity EI undergoes a rotation, then the shear force in the beam will be

\(\frac{{{\rm{EI}}}}{{{{\rm{L}}^2}}}{\rm{\theta }}\)

\(\frac{{2{\rm{EI}}}}{{{{\rm{L}}^2}}}{\rm{\theta }}\)

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

\(\frac{{6{\rm{EI}}}}{{{{\rm{L}}^2}}}{\rm{\theta }}\)

If the hinged end of a propped cantilever of span L and flexural rigid

1.	If the hinged end of a propped cantilever of span L and flexural rigidity EI undergoes a rotation, then the shear force in the beam will be
A.	\(\frac{{{\rm{EI}}}}{{{{\rm{L}}^2}}}{\rm{\theta }}\)
B.	\(\frac{{2{\rm{EI}}}}{{{{\rm{L}}^2}}}{\rm{\theta }}\)
C.	\(\frac{{3{\rm{EI}}}}{{{{\rm{L}}^2}}}{\rm{\theta }}\)
D.	\(\frac{{6{\rm{EI}}}}{{{{\rm{L}}^2}}}{\rm{\theta }}\)
Answer» E.

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If the hinged end of a propped cantilever of span L and flexural rigidity EI undergoes a rotation, then the shear force in the beam will be

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