a) Analyse the beam in Fig Q1 using the Slope Deflection Method given that support E settles by 5cm, E = 200GPa and I = 7.62 x 10 *m* b) Compute support reactions. c) Sketch shear force and bending moment diagram indicating critical values. A Fig Q1 20kN/m 2EI 5m B 2E1 E ΕΙ 3m 20kN/m ΕΙ 2m D 8m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1
a) Analyse the beam in Fig Q1 using the Slope Deflection Method given that support E settles by
5cm, E = 200GPa and I = 7.62 x 10 *m*
b) Compute support reactions.
c) Sketch shear force and bending moment diagram indicating critical values.
A
Fig Q1
20kN/m
2EI
5m
B
2E1
E
ΕΙ
3m
20kN/m
ΕΙ
2m
D
8m
Transcribed Image Text:a) Analyse the beam in Fig Q1 using the Slope Deflection Method given that support E settles by 5cm, E = 200GPa and I = 7.62 x 10 *m* b) Compute support reactions. c) Sketch shear force and bending moment diagram indicating critical values. A Fig Q1 20kN/m 2EI 5m B 2E1 E ΕΙ 3m 20kN/m ΕΙ 2m D 8m
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