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. Mument at A in kN-m. Indicate negative if counter-clockwise. c. Moment at Cin kN-m. Indicate negative if counter-clockwise. c kN d kN/m "b" m 3m

Structural Analysis
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Chapter2: Loads On Structures
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a= 5.6 m b= 3.6 m c= 25.7 kN d=32.5 kN/m (used MDM) Complete solution. Need ASAP. Thnak you
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. Mument at A in kN-m. Indicate negative if counter-clockwise.
c. Moment at Cin kN-m. Indicate negative if counter-clockwise.
c kN
d kN/m
"b" m
3 m
Transcribed Image Text: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. Mument at A in kN-m. Indicate negative if counter-clockwise. c. Moment at Cin kN-m. Indicate negative if counter-clockwise. c kN d kN/m "b" m 3 m
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