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SOLVED: Examine the buckling mechanics of the simply supported prismatic beam-column shown in the diagram, having a rotational spring of stiffness k included at the left end. Determine the characteristic equation for the critical buckling load P in terms of the problem parameters. Also, consider the two limiting cases with k > 0 and k > ∞, comparing the resulting values of P with the expected results. Symbolic or numeric Matlab operations may be used throughout to help evaluate your expression
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