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For the concrete dam shown subjected to water pressure in Figure P7–27, determine the pr...

For the concrete dam shown subjected to water pressure in Figure P7–27, determine the principal stresses. Let E = 3.5 × 106 psi and n = 0.15. Assume plane strain conditions. Perform the analysis for self-weight and then for hydrostatic (water) pressure against the dam vertical face as shown.

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Solutions For Problems in Chapter 7
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