2. 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. Į 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. 2.52m 2.52m 15.9kN 15.9kN 26 kN/m B. I I 2.52m 2.52m

2. 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. Į 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. 2.52m 2.52m 15.9kN 15.9kN 26 kN/m B. I I 2.52m 2.52m

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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