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Following using the double integration method: d. The deflection at the middle of the beam e. The elastic curve of the beam. Create a table showing the values of the slope, 0 (in degrees), and deflection y (in mm), at points A, B, C, D, and E of the beam. Plot these points to generate the elastic curve. M = 16 Nm U = 40 N/m W = 80 N/m

Following using the double integration method: d. The deflection at the middle of the beam e. The elastic curve of the beam. Create a table showing the values of the slope, 0 (in degrees), and deflection y (in mm), at points A, B, C, D, and E of the beam. Plot these points to generate the elastic curve. M = 16 Nm U = 40 N/m W = 80 N/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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4.2. Show your complete solution.
A cantilever beam ABCDE is loaded as shown. If the flexural rigidity is 5 kN-m², determine the following using the double integration method: U d. The deflection at the middle of the beam e. The elastic curve of the beam. Create a table A showing the values of the slope, 0 (in degrees), and deflection y (in mm), at points A, B, C, D, and E of the beam. Plot these points to generate the elastic curve. E M +im 2 m 2 m- 1 m M = 16 Nm U = 40 N/m W = 80 N/m
Transcribed Image Text:A cantilever beam ABCDE is loaded as shown. If the flexural rigidity is 5 kN-m², determine the following using the double integration method: U d. The deflection at the middle of the beam e. The elastic curve of the beam. Create a table A showing the values of the slope, 0 (in degrees), and deflection y (in mm), at points A, B, C, D, and E of the beam. Plot these points to generate the elastic curve. E M +im 2 m 2 m- 1 m M = 16 Nm U = 40 N/m W = 80 N/m
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