Use Slope-Deflection Method or Moment Distribution Method to solve for the unknowns on the 120mm x 200 mm beam shown in the figure. E = 80 GPa. For MDM, use at least 4 iterations (up to bal 4). a. Fixed-end moment (FEM) at joint A on member AB. Indicate negative if counter-clockwise. b. Moment at A in kN-m. Indicate negative if counter-clockwise. c. Moment at C in kN-m. Indicate negative if counter-clockwise. 20.6 kN 33.8 kN/m 3.3 m 3.7 m 3 m

Use Slope-Deflection Method or Moment Distribution Method to solve for the unknowns on the 120mm x 200 mm beam shown in the figure. E = 80 GPa. For MDM, use at least 4 iterations (up to bal 4). a. Fixed-end moment (FEM) at joint A on member AB. Indicate negative if counter-clockwise. b. Moment at A in kN-m. Indicate negative if counter-clockwise. c. Moment at C in kN-m. Indicate negative if counter-clockwise. 20.6 kN 33.8 kN/m 3.3 m 3.7 m 3 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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