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For the beams below, determine the magnitude of the maximum deflection and its location using a) double integration method; b) moment-area method and c) conjugate beam method. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4. (Hint: modified loadings must be the same for these methods to have comparable results.) Strictly one problem per bond paper to minimize large data files.

For the beams below, determine the magnitude of the maximum deflection and its location using a) double integration method; b) moment-area method and c) conjugate beam method. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4. (Hint: modified loadings must be the same for these methods to have comparable results.) Strictly one problem per bond paper to minimize large data files.

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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moment-area method and conjugate method only

I. For the beams below, determine the magnitude of the maximum deflection and its location using a) double integration method; b) moment-area method and c) conjugate beam method. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4. (Hint: modified loadings must be the same for these methods to have comparable results.) Strictly one problem per bond paper to minimize large data files. II. 120 KN 60 KN/m 1.5 m 60 KN/m 1.0 m 2.0 m 3.0 m Figure 1
Transcribed Image Text:I. For the beams below, determine the magnitude of the maximum deflection and its location using a) double integration method; b) moment-area method and c) conjugate beam method. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4. (Hint: modified loadings must be the same for these methods to have comparable results.) Strictly one problem per bond paper to minimize large data files. II. 120 KN 60 KN/m 1.5 m 60 KN/m 1.0 m 2.0 m 3.0 m Figure 1
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