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Question

A simply supported rectangular beam of span L and depth 'd' carries a central load W. The ratio of maximum deflection to maximum bending stress is

A
L26Ed
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B
L28Ed
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C
L248Ed
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D
L212Ed
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Solution

The correct option is A L26Ed
Maximum bending moment, M=WL4

Maximum deflection, δ=WL348EI

Maximum bending stress, f=MZ

δf=L2Z12EI=L26Ed(asIZ=d2)

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