A cantilever beam of length l, and flexural rigidity EI,stiffened by a spring of stiffness k, is loaded by transverse force P, as shown
The transverse deflection under the load is
A
Pl33EI[3EI−Kl33EI]
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B
Pl33EI[3EI3EI+Kl3]
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C
Pl33EI[6EI−Kl36EI]
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D
Pl33EI[3EI3EI+2Kl3]
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Solution
The correct option is BPl33EI[3EI3EI+Kl3] As per given configuration diagram of beam Δbeam=Δspring (P−R)l33EI=RK P−R=3EIKl3R ∴R=P1+3EIKl3=Pl3KKl3+3EI
Deflection of beam Δbeam=RK=Pl3Kl3+3EI