CE383 2009fall_HW3 - EI 2EI 3EI EI 10 kN D B C 5m 5m 10 kN...

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CE 384 STRUCTURAL ANALYSIS Spring Term, 2008 Homework #3 Due: December 14, 2009 1. Analyse the structure using moment distribution method and draw the bending moment diagram. - EI is constant for all members. - All members are axially rigid. 2. Analyse the structure using moment distribution method and draw the bending moment diagram. All members are axially rigid. 10 kN/m 5m A E 2m 12 kN/m
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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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CE383 2009fall_HW3 - EI 2EI 3EI EI 10 kN D B C 5m 5m 10 kN...

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