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 bucking load (in N) is
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Solution
Lθ=L for both end hinged F=π2EIL2=π2×200×103×20×10312×(1000)2 =3289.868N