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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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