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For the beam loaded as shown in the figure below, determine the following unknowns using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. a. Reaction at A in kN. b. Slope at A in degrees. c. Deflection at B in mm, indicate negative if downward. d. Deflection at E in mm, indicate negative if downward y=b/6*(x-a-4-3) b KN/m c kN a = 3.81 m A/ b = 22 kN/m BỊ DO c = 27 kN "a" m 4 m 3 m 3 m

For the beam loaded as shown in the figure below, determine the following unknowns using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. a. Reaction at A in kN. b. Slope at A in degrees. c. Deflection at B in mm, indicate negative if downward. d. Deflection at E in mm, indicate negative if downward y=b/6*(x-a-4-3) b KN/m c kN a = 3.81 m A/ b = 22 kN/m BỊ DO c = 27 kN "a" m 4 m 3 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 Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. a. Reaction at A in kN. b. Slope at A in degrees. c. Deflection at B in mm, indicate negative if downward. d. Deflection at E in mm, indicate negative if downward y=b/6*(x-a-4-3) b kN/m c kN a = 3.81 m E b = 22 kN/m C = 27 kN BỊ DO m 4 m 3 m 3 m
Transcribed Image Text:For the beam loaded as shown in the figure below, determine the following unknowns using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. a. Reaction at A in kN. b. Slope at A in degrees. c. Deflection at B in mm, indicate negative if downward. d. Deflection at E in mm, indicate negative if downward y=b/6*(x-a-4-3) b kN/m c kN a = 3.81 m E b = 22 kN/m C = 27 kN BỊ DO m 4 m 3 m 3 m
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