Determine the nodal displacements and the element stresses, including principal stresses, for the…


Determine the nodal displacements and the atom stresses, including primary stresses, for the watery compound of Section 6.5 after a while a uniform shear arraign (instead of a tensile arraign) acting on the direct behalf, as shown in Figure P6–13. Use E = 30  106 psi, n = 0:30, and t = 1 in. (Hint: The =K matrix conservative in Section 6.5 and attached by Eq. (6.5.22) can be used to clear-up the completion.)