Determine the nodal displacements and the element stresses, including principal stresses, for the thin plate of Section 6.5 with a uniform shear load (instead of a tensile load) acting on the right edge, as shown in Figure P6-13. Use E = 30 × 10⁶ psi, v = 0.30, and t = 1 in.

Transcribed Image Text:

3 s = 5000 lb /in. 10 in. 4 20 in.