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Consistent Deformation Method - Analysis of Propped Cantilever Beam ( With UDL )
A Propped Cantilever beam of span ‘L’ is subjected to a uniformly distributed ‘W/unit length’ for the full span as shown in figure.
Derive the expressions for fixed end moment at A and vertical reactions and draw shear force and bending moment diagram.
If the prop settles downwards by ∆, find the prop reaction
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