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Determine the reactions and draw the shear and bending moment diagrams for the two span continuous beam shown by using moment-distribution method or slope-deflection
Determine the reactions and draw the shear and bending moment diagrams for the two span continuous beam shown by using moment-distribution method or slope-deflection method (EI is constant). Explain why different moment of inertia values may have been chosen for the two spans. (12 points) 8 kN/m 40 kN A -5m-+-5m 1.51- 5m- "+5 -5m-
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