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Question

A rigid bar GH of length L is supported by a hinge and a spring of stiffness K as shown in the figure below. The buckling load Pcr, for the bar will be


A
0.5 KL
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B
0.8 KL
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C
1.0 KL
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D
1.2 KL
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Solution

The correct option is C 1.0 KL
Let the deflection in the spring be d and force in the spring be F
Taking moment about G


Pcr×δ=F×L
Pcr×δ=(kδ)×L
Pcr=KL
=1.0 KL

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