Figure P12.11 depicts a cylindrical rod of cross-sectional area A inserted into a tube of the same length L and of cross-sectional area At; the left ends of the members are attached to rigid support and the right ends to a rigid plate. When an axial load P is applied as shown, determine the maximum deflection and draw the load-deflection diagram of the rod–tube assembly. Given: L = 1.2 m, Ar = 45 mm2, At = 60 mm2, Er = 200 GPa, Et = 100 GPa, = 250 MPa, and = 310 MPa. Assumption: The rod and tube are both made of elastoplastic materials.
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