which differential eqationis use to find slope and deflection
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Step-by-step explanation:
assuming that the deflection of the beam is sufficiently small, we can neglect the first derivative y' . then the differential equations of the elastic line can be written as follows:
y'=M(X) E LORD 2YDX2=M(X)EI.
the bending moment M(X) can be Q(x) acting on the beam.
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