Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm c kN b kN/m "a" m "a" m

Structural Analysis
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Chapter2: Loads On Structures
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Answer only A and B. note: a = 4.5 m b = 33.0 kN/m c = 13 kN
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method.
Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off
your answers to two decimal places.
a. Vertical Reaction at C in kN.
b. Moment Reaction at C in kN-m.
c. Deflection at point B in mm.
d. Maximum deflection on the beam in mm
c kN
b kN/m
"a" m
"a" m
Transcribed Image Text:Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm c kN b kN/m "a" m "a" m
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