An indeterminate beam loaded a uniformly distributed load from A to B, from B to C, a linearly varying from 0 to 6 kN/m, is fixed at points A and C, and a roller at point B. The flexural rigidity is constant from A to C. Use E = 180 GPa, I = 1024 x 106 mm4Calculate the reactions and draw the shear and bending moment diagram for this beam using Slope Deflection Method.
An indeterminate beam loaded a uniformly distributed load from A to B, from B to C, a linearly varying from 0 to 6 kN/m, is fixed at points A and C, and a roller at point B. The flexural rigidity is constant from A to C. Use E = 180 GPa, I = 1024 x 106 mm4Calculate the reactions and draw the shear and bending moment diagram for this beam using Slope Deflection Method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An indeterminate beam loaded a uniformly distributed load from A to B, from B to C, a linearly varying from 0 to 6 kN/m, is fixed at points A and C, and a roller at point B. The flexural rigidity is constant from A to C. Use E = 180 GPa, I = 1024 x 106 mm4Calculate the reactions and draw the shear and bending moment diagram for this beam using Slope Deflection Method.
Transcribed Image Text:6 kN/m
В
3 kN/m
A
8m
6m
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