For the beam loaded as shown in the figure below, determine the following unknowns using Moment Distribution Method. Use at least 5 iterations (up to Bal5). E = 200 GPa. a. Distribution Factor at joint A. b. Distribution Factor at joint B on member BC. c. Fixed-end moment (FEM) on joint B of member AB in kN-m. d. Moment at joint A in kN-m. Indicate negative sign if counter-clockwise. 0.7(5.90) m 0.7(5.90) m 43.80 kN 43.80 kN 20.3 kN/m B, I I 5.90 m 5.90 m
For the beam loaded as shown in the figure below, determine the following unknowns using Moment Distribution Method. Use at least 5 iterations (up to Bal5). E = 200 GPa. a. Distribution Factor at joint A. b. Distribution Factor at joint B on member BC. c. Fixed-end moment (FEM) on joint B of member AB in kN-m. d. Moment at joint A in kN-m. Indicate negative sign if counter-clockwise. 0.7(5.90) m 0.7(5.90) m 43.80 kN 43.80 kN 20.3 kN/m B, I I 5.90 m 5.90 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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