A frame is fixed at point A and rolled at points B and C as shown on the figure below. The frame is loaded by force P = 8 kN and uniformly distributed load, q = 2 kN/m. The relative flexural stiffness of each element is shown in a circle on the figure. Determine the support reactions and draw the shear and bending moment diagrams. Select the support reactions at B and C as your redundant constraints. 1 P 3m D 2 5m q (1) 4m ж 6m
A frame is fixed at point A and rolled at points B and C as shown on the figure below. The frame is loaded by force P = 8 kN and uniformly distributed load, q = 2 kN/m. The relative flexural stiffness of each element is shown in a circle on the figure. Determine the support reactions and draw the shear and bending moment diagrams. Select the support reactions at B and C as your redundant constraints. 1 P 3m D 2 5m q (1) 4m ж 6m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
4) Please ensure to use the Force Method and explain steps
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