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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
A
I
I
5.90 m
5.90 m
Transcribed Image Text: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 A I I 5.90 m 5.90 m
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