Derive from first principles an expression for the

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Reference no: EM13626400

Derive, from first principles, an expression for the compressive buckling load on a simply supported beam of length l and flexural rigidity, EI. State the assumptions used. A simply supported straight steel beam 2.5 m long and of 20 mm by 10 mm rectangular cross-section is loaded axially in compression until it buckles. Calculate the maximum deflection of the beam before the material attains its yield stress of 350 MN/m2

Reference no: EM13626400

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