Question: Plot the load-deflection diagram for a pinned-end column with eccentric axial loads (see figure) if the eccentricity e of the load is 5 mm and

Plot the load-deflection diagram for a pinned-end column with eccentric axial loads (see figure) if the eccentricity e of the load is 5 mm and the column has length L = 3.6 m, moment of inertia I = 9.0 ( 106 mm4, and modulus of elasticity E = 210 GPa.
Plot the axial load as ordinate and the deflection at the midpoint as abscissa.

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