Question: [ Part 2 ] Determine the maximum axial load, P in N for the both ends simply supported column having section shown in Fig. A

[Part 2] Determine the maximum axial load, P in N for the both ends simply supported column having section shown in Fig. A after 2nd trial and error procedure of the secant formula. Start with 50% of the buckling load. Length of the column is 1000 mm and the Eccentricity is 20 mm . Used 200 GPa and 240 MPa for the modulus of elasticity and vield stress. (30%)
[ Part 2 ] Determine the maximum axial load, P in

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