A steel column, pinned at both ends, has a buckling load of 200 kN. If the column is restrained against lateral movement at its mid-height, its buckling load will be
A
200 kN
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B
283 kN
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C
400 kN
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D
800 kN
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Solution
The correct option is D 800 kN Both ends are pinned, leff=l
Buckling load, P1=π2EIl2=200kN
When column is restrained against lateral movement at its mid height, lef=l2
Buckling load, P2=π2EI(l2)2 =4(π2EIl2) =4×200 =800kN