Question: For the beam and londing shown, E = 2 0 0 ( G P a ) and f = 1 0 0 1 0 6

For the beam and londing shown, E=200(GPa) and f=100106(mm4). Determine
(a) cquation of the elastic curve from A to D
(b) equation of the elastic curve from D to B
(c) deflection at D
For the beam and londing shown, E = 2 0 0 ( G P a

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