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0 B UA BA Elastic curve L dv M = EI dx² The deflection equation of the above cantilever beam is 2EI (L? – x2) P 6ET (-23 +3L2

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Answer #1


JA IL A - 12 M = Eldv dn² M = - Poc =) -PR = El dv = E Id Tn² 2 dx Integrating both sides once. - Pn²+ C = EI dy Again, inte

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