As was mentioned in 22, the differential equation (5) that governs the deflection y(x)
Chapter 5, Problem 23(choose chapter or problem)
As was mentioned in 22, the differential equation (5) that governs the deflection y(x) of a thin elastic column subject to a constant compressive axial force P is valid only when the ends of the column are hinged. In general, the differential equation governing the deflectio of the column is given by . Assume that the column is uniform (EI is a constant) and that the ends of the column are hinged. Show that the solution of this fourth-order differential equation subject to the boundary conditions y(0) 0, y (0) 0, y(L) 0, y (L) 0 is equivalent to the analysis in Example 4. 24.
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