Solve example 6.2 using a commercial finite element analysis program.

Data From Example 6.2:

Consider a cantilevered plate as shown in figure 6.7. The plate has the following properties: \(h=0.1 \mathrm{in}\)., \(E=30 \times 10^{6} \mathrm{psi}\) and \(v=0.3\). Model the plate using two CST elements to determine the displacements and stresses.

20 20 15 4 E2 10 5 1 Figure 6.7 Cantilevered plate 3 50,000 lbs E1 2 50,000 lbs x 10