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A beam under a uniformly-distributed transverse load is fixed at the end x=0 and roller-supported at...

A beam under a uniformly-distributed transverse load is fixed at the end x=0 and roller-supported at the other end x= L. What are the Boundary Conditions needed to completely determine the reactions and thus the deflection curve y(x). (Do not attempt to solve the differential equation EIy’’=M(x) )

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