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Use Slope-Deflection Method or Moment Dstribution Method to solve for the unknows on the 120mm x 200 mm beam shown in the figure. E= 80 GPa. a. Fixed-end moment (FEM) at joint A on member AB. Indicate negative if counter-clockwise. b. Moment at B on member BA in kN-m. Indicate negative if counter-clockwise. 80.0 kN 36.20 kN/m 2.30 m * 2.30 m 3 m

Use Slope-Deflection Method or Moment Dstribution Method to solve for the unknows on the 120mm x 200 mm beam shown in the figure. E= 80 GPa. a. Fixed-end moment (FEM) at joint A on member AB. Indicate negative if counter-clockwise. b. Moment at B on member BA in kN-m. Indicate negative if counter-clockwise. 80.0 kN 36.20 kN/m 2.30 m * 2.30 m 3 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 8P
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Use Slope-Deflectian Method or Moment Distribution Method to solve for the unknows on the 120mm x 200 mm beam shown in the figure. E = 80 GPa. a. Fixed-end moment (FEM) at joint A on member AB. Indicate negative if counter-clackwise. b. Moment at B on member BA in kN-m. Indicate negative if counter-clockwise. 80.0 kN 36.20 kN/m 2.30 m ** 2.30 m 3 m
Transcribed Image Text:Use Slope-Deflectian Method or Moment Distribution Method to solve for the unknows on the 120mm x 200 mm beam shown in the figure. E = 80 GPa. a. Fixed-end moment (FEM) at joint A on member AB. Indicate negative if counter-clackwise. b. Moment at B on member BA in kN-m. Indicate negative if counter-clockwise. 80.0 kN 36.20 kN/m 2.30 m ** 2.30 m 3 m
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