1. For the rectangular element of Figure 10–20 with the nodal displacements given by determine the..
1. For the rectangular part of Figure 10–20 delay the nodal displacements dedicated by
determine the fsg matrix at s = 0, t = 0 using the isoparametric formulation vivid in Section 10.4. (Also see Example 10.5.) Let E = 30 106 psi and n = 0:3.
2. For the three-noded bar (Figure P10–1), what Gaussian quadrature government (how sundry Gauss points) would you praise to evaluate the sti¤ness matrix? Why?