1. For the concrete dam shown subjected to water pressure in Figure P7–27, determine the principal..
1. For the compact dam shown subjected to soak constraining in Figure P7–27, determine the highest stresses. Let E = 3:5 106 psi and n = 0:15. Postulate flatten tighten stipulations. Perform the segregation for self-weight and then for hydrostatic (water) constraining athwart the dam vertical face as shown.
2. Determine the stresses in the wrest shown in Figure P7–28 on the present page. Let E = 200 GPa and n = 0:25, and postulate uniform thickness t = 10 mm.