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Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Deflection at point B in mm. b. Deflection at point E in mm. c. Slope of the elastic curve at point D in degrees. 5.70 KN 18 kN/m 6.30 kN/m IE 4 m 3.10 m BI 3 m 3 m

Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Deflection at point B in mm. b. Deflection at point E in mm. c. Slope of the elastic curve at point D in degrees. 5.70 KN 18 kN/m 6.30 kN/m IE 4 m 3.10 m BI 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
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Determine the following unknowns on the beam shown below using DOUBLE INTEGRATION METHOD. Consider 150mm x 150mm section and E = 200 GPa. Show complete and organized solution. Solve the following: - Deflection at point B - Deflection at point E - Slope of the elastic curve at point D in degrees.
Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Deflection at point B in mm. b. Deflection at point E in mm. c. Slope of the elastic curve at point D in degrees. 5.70 KN 18 kN/m 6.30 kN/m |E 4 m 3.10 m BI 3 m 3 m
Transcribed Image Text:Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Deflection at point B in mm. b. Deflection at point E in mm. c. Slope of the elastic curve at point D in degrees. 5.70 KN 18 kN/m 6.30 kN/m |E 4 m 3.10 m BI 3 m 3 m
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