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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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