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SOLVED: For the steel overhanging beam shown: (a) Determine the support reactions at A and B and draw any necessary FBDs, (b) Draw the shear diagram, (c) Draw the M/EI diagram, (d) Draw the elastic curve of the beam, (e) Determine the displacement at point C by using the Moment-Area Method. Take Es = 29(10^6) psi, and I = 125 in^4. [25 points]10 kipB10 ft10 ft
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