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The member is an A-36 steel structural Tee for which I = 76.8 in Suppose that P=64 k. Use the moment-area theorems to solve t
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G4K 1.5k/ft A pomm B С. .3ft → - 3ft sk PL14/E1 = M = 9.6 EI MET 6.75 EI WL18 EI Es Σ. M/EI The slope at midspan c=0, Hence s

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