Question: Consider a beam A B that is fixed at both ends and carries a uniformly distributed load of intensity w per unit length run over

Consider a beam AB that is fixed at both ends and carries a uniformly distributed load of intensity w per unit length run over its entire length. Due to some constructional defects, end B is now reduced to a simple support. What is the percentage increase in bending moment at A?
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Consider a beam A B that is fixed at both ends

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