Euler's crippling load for a column of length ‘with both ends fixed is

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Euler's crippling load for a column of length ‘with both ends fixed is

Aπ2EI/L2

Bπ2E1/4L2

C4π2E1/L2

Dπ2EI/V2L2

Answer:

C. 4π2E1/L2

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