Question

(a) Determine the support moments and reactions for the continuous beam (loaded as shown in Fig. 4a) having variable moment of inertia (1) using Slope Deflection Method when support B moves up by 0.01m. Support A is fixed and the other supports are rollers or pins. Use E 200 GPa, and1 400 x 60kN 60kN 30kN/m 60kN/m 21, B 41 20m 5m ←15 m 5m 10 m 10m Fig. 4a

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