For the beam shown in figure below, draw the shear and moment diagrams: 1- Due to applied loads (without support settlement). 2- Due to support settlement of 60 mm downward at support B (without loads). Take the stiffness El as 12000 kN.m?. 50 kN 8 KN/m A B 10 m 4 m 4 m The solution is according to Slope deflection method

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the beam shown in figure below, draw the shear and moment diagrams:
1- Due to applied loads (without support settlement).
2- Due to support settlement of 60 mm downward at support B (without loads).
Take the stiffness El as 12000 kN.m?.
50 kN
8 kN/m
B
10 m
4 m
4 m
The solution is according to Slope deflection method
Transcribed Image Text:For the beam shown in figure below, draw the shear and moment diagrams: 1- Due to applied loads (without support settlement). 2- Due to support settlement of 60 mm downward at support B (without loads). Take the stiffness El as 12000 kN.m?. 50 kN 8 kN/m B 10 m 4 m 4 m The solution is according to Slope deflection method
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