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Question

Consider a steel (Young's modulus E= 200 GPa) column hinged on both sides. Its height is 1.0 m and cross-section is 10mm×20mm. The lowest Euler critical buckling load (in N) is
  1. 3289.88

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Solution

The correct option is A 3289.88
Le=L for both end hinged

F=π2EIL2=π2×200×103×20×10312×(1000)2

=3289.868N

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