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.) 3.6m B.) 21.0kN/m С.) 23KN 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. c kN b kN/m 10 kN/m A 'a" m 3 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.
А.) 3.6m
B.) 21.0kN/m
С.) 23KN
a. Vertical Reaction at B in kN.
b. Moment Reaction at A in kN-m.
Deflection at point C in mm.
d. Deflection at midspan of AB in mm.
С.
c kN
b kN/m
10 kN/m
B.
'a" m
3 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. А.) 3.6m B.) 21.0kN/m С.) 23KN a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. Deflection at point C in mm. d. Deflection at midspan of AB in mm. С. c kN b kN/m 10 kN/m B. 'a" m 3 m
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