A bar of uniform cross-sectional area A, modulus of elasticity E, and length L is fixed at its right end and subjected to axial forces P1 and P2 at its free end.Verify that the total strain energy stored in the bar is given by
Note that U is not the sum of the strain energies due to P1 and P2 acting separately. Find the components of the energy for and v = 0.25.
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