Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. 34 kN 34 kN/m 10 kN/m |A B, 3 m 4.2 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method.
Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off
your answers to two decimal places.
a. Vertical Reaction at B in kN.
b. Moment Reaction at A in kN-m.
c. Deflection at point C in mm.
d. Deflection at midspan of AB in mm.
34 kN
34 kN/m
10 kN/m
|A
B,
3 m
4.2 m
Transcribed Image Text:Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. 34 kN 34 kN/m 10 kN/m |A B, 3 m 4.2 m
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