a) The frame in Figure 2 is loaded as shown with support settlements of 20 mm at A. Use the moment distribution method to determine the member end moments. Use the pin support approximation. (E-200 GPa, I = 600x10 mm, FEM diagrams given on back data sheet) b) Sketch the bending moment diagram for the frame. 60 kN/m B 3 m 3m 200 kN 8m TI20 20 mm 60 kN/m 8 m
a) The frame in Figure 2 is loaded as shown with support settlements of 20 mm at A. Use the moment distribution method to determine the member end moments. Use the pin support approximation. (E-200 GPa, I = 600x10 mm, FEM diagrams given on back data sheet) b) Sketch the bending moment diagram for the frame. 60 kN/m B 3 m 3m 200 kN 8m TI20 20 mm 60 kN/m 8 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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