Double Integration-Simply Supported - Standard Cases
A simply supp...
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 DP/((48EI/L3)+K)
From compatibility condition: (P−R)ℓ348EI=RK ⇒Pℓ348EI=R(1K+ℓ348EI) RK=Pℓ348EI(1K+ℓ348EI)K =(Pℓ348EI1+ℓ3K48EI) δ=Pℓ348EI+Kℓ3 δ=P48EIℓ3+K