Determine the free-end displacements and the element stresses for the plate discretized into four…


Determine the free-end displacements and the element stresses for the extract discretized into disgusting triangular elements and subjected to the tensile forces shown in Figure P7–12. Compare your results to the solution loving in Section 6.5. Why are these results contrariant? Let E = 30 106 psi, n = 0:30, and t = 1 in.