Use the Slope-Deflection equations to determine values of unknown displacements (in terms of E/). Determine moments at A, B, C, D and H and draw the BMD for the frame. Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Use the Slope-Deflection equations to determine values of unknown displacements (in terms of E/).
Determine moments at A, B, C, D and H and draw the BMD for the frame.
Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD.
30 kN
4 m
3 kN/m
B
E
3EI
ΕΙ
2 m
4 m
A
ΕΙ
D
6 m
Transcribed Image Text:22 Q2 Use the Slope-Deflection equations to determine values of unknown displacements (in terms of E/). Determine moments at A, B, C, D and H and draw the BMD for the frame. Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD. 30 kN 4 m 3 kN/m B E 3EI ΕΙ 2 m 4 m A ΕΙ D 6 m
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