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A cantilever beam of span L is loaded with a concentrated load P at the free end. Deflection of the beam at the free end is

A
PL348EI
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B
5PL3384EI
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C
PL33EI
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D
PL36EI
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Solution

The correct option is C PL33EI

We know that, δfreeend=PL33EI
This can be proved by conjugate beam method as follows


Deflection in real beam = bending moment in conjugate beam
δA=BMA in conjugage beam
δA=12×PLEI×L×2L3
δA=PL33EI

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