For the axisymmetric elements shown in Figure P9–4, determine the element stresses. Let E = 30 10 6.
For the axisymmetric components shown in Figure P9–4, determine the component stresses. Let E = 30 106 psi and n = 0:25. The coordinates (in inches) are shown in the figures, and the nodal displacements for each component are u1 = 0:0001 in., w1 = 0:0002 in., u2 = 0:0005 in., w2 = 0:0006 in., u3 = 0, and w3 = 0.