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Question

A simply supported beam of span length L and flexural stiffness EI has another spring support at a centre span of stiffness K as shown in fig. The central deflection of the beam due to a central concentrated load of P would be

A
[PL3/48EI]+(P/K)
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B
P/l((48EI/L3)K
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C
[PL3/48EI]+(P/K)
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D
P/((48EI/L3)+K)
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Solution

The correct option is D P/((48EI/L3)+K)

From compatibility condition:
(PR)348EI=RK
P348EI=R(1K+348EI)
RK=P348EI(1K+348EI)K
=(P348EI1+3K48EI)
δ=P348EI+K3
δ=P48EI3+K

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