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Unformatted text preview: EI 2EI 3EI EI 10 kN D B C 5m 5m 10 kN 2 m A 3.5 m 3.5 m B C D 2 kN 5 kN/m 2 kN 5 kN/m 5 m E F 5 m 2 m 3. Analyse the structure using slope deflection method and draw the moment diagram. Note that there is a settlement at support C which is equal to 0.01 m. Take EI=2e4 kN.m² and all members are assumed to be axially rigid. 8 kN/m C 8 m B 10 kN δ = 0.01m 5 m 5 m A...
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- Fall '06