For the axisymmetric connecting rod shown in Figure P9–18, determine the stresses σz; σr; σy, and τrz. Plot stress contours (lines of constant stress) for each of the normal stresses. Let E = 30 × 106 psi and v = 0.25. The applied loading and boundary conditions are shown in the figure. A typical discretized rod is shown in the figure for illustrative purposes only.
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