SOLVED: 8.26-8.31. Use the unit-dummy-load method to analyze the statically indeterminate structures shown below. Each structure is linearly elastic and shear deformations are negligible. When numerical values are required, take E = 10^6 psi, A = 15 sq in.Fig. P-8.26:E = 10^6 psiA = 1.0 sq inFig. P-8.27:E = 10^6 psiA = 15 sq inFig. P-8.28:E = 10^6 psiA = 15 sq inFig. P-8.29:E = 10^6 psiA = 15 sq inFig. P-8.30:E = 10^6 psiA = 1.0 sq inFig. P-8.31:E = 10^6 psiA = 15 sq in
SOLVED: 8.26-8.31. Use the unit-dummy-load method to analyze th…
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