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For the beam loaded as shown in the figure below, determine the following unknowns using Area-Moment Method. Consider 150 mm x 200 mm (b x h) section and E = 80 GPa. a. Reaction at D in kN. b. Vertical Reaction at A in kN. c. Moment Reaction at A in kN-m. d. Deflection at C in mm, indicate negative if downward. e. Deflection at B in mm, indicate negative if downward. ç kN b kN/m a = 3.81 m e b = 41.7 kN/m c = 31.31 kN "a" m 4 m 3 m

For the beam loaded as shown in the figure below, determine the following unknowns using Area-Moment Method. Consider 150 mm x 200 mm (b x h) section and E = 80 GPa. a. Reaction at D in kN. b. Vertical Reaction at A in kN. c. Moment Reaction at A in kN-m. d. Deflection at C in mm, indicate negative if downward. e. Deflection at B in mm, indicate negative if downward. ç kN b kN/m a = 3.81 m e b = 41.7 kN/m c = 31.31 kN "a" m 4 m 3 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the beam loaded as shown in the figure below, determine the following unknowns using Area-Moment Method. Consider 150 mm x 200 mm (b x h) section and E = 80 GPa. a. Reaction at D in kN. b. Vertical Reaction at A in kN. c. Moment Reaction at A in kN-m. d. Deflection at C in mm, indicate negative if downward. e. Deflection at B in mm, indicate negative if downward. ; kN b kN/m a = 3.81 m e b = 41.7 kN/m c = 31.31 kN %3D BỊ "a" m 4 m 3 m
Transcribed Image Text:For the beam loaded as shown in the figure below, determine the following unknowns using Area-Moment Method. Consider 150 mm x 200 mm (b x h) section and E = 80 GPa. a. Reaction at D in kN. b. Vertical Reaction at A in kN. c. Moment Reaction at A in kN-m. d. Deflection at C in mm, indicate negative if downward. e. Deflection at B in mm, indicate negative if downward. ; kN b kN/m a = 3.81 m e b = 41.7 kN/m c = 31.31 kN %3D BỊ "a" m 4 m 3 m
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