Analyse the continuous beam ABC shown in Fig.2 using the moment-distribution method. Support B settles by 10mm below A and C. E =200 kN/mm² and 1=16x10mm*. Sketch the bending moment diagram. ( 8 kN þ 3 kN/m (2EI) 8m 2m (EI) + 2m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Analyse the continuous beam ABC shown in Fig.2 using the moment-distribution
method. Support B settles by 10mm below A and C.
E =200 kN/mm² and 1=16x10 mm. Sketch the bending moment diagram. (
8 kN
3 kN/m
(2EI)
8m
B
2m
(EI)
+
2m
Transcribed Image Text:Analyse the continuous beam ABC shown in Fig.2 using the moment-distribution method. Support B settles by 10mm below A and C. E =200 kN/mm² and 1=16x10 mm. Sketch the bending moment diagram. ( 8 kN 3 kN/m (2EI) 8m B 2m (EI) + 2m
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