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Deflections by Integration of the substitute the expression of M(x) into the deflection equation then integrating to satisfy d'y M(x) (i) boundary conditions dx² EI (ii) continuity conditions (iii) symmetry conditions to obtain the slope 0 = Bending-Moment Equation and the deflection y of the beam this method is called method of successive integration VA=0 VB=0

Deflections by Integration of the substitute the expression of M(x) into the deflection equation then integrating to satisfy d'y M(x) (i) boundary conditions dx² EI (ii) continuity conditions (iii) symmetry conditions to obtain the slope 0 = Bending-Moment Equation and the deflection y of the beam this method is called method of successive integration VA=0 VB=0

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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Deflections by Integration of the substitute the expression of M(x) into the deflection equation then integrating to satisfy d'y M(x) (i) boundary conditions dx² EI (ii) continuity conditions (iii) symmetry conditions to obtain the slope 0 = Bending-Moment Equation and the deflection y of the beam this method is called method of successive integration VA=0 VB=0
Transcribed Image Text:Deflections by Integration of the substitute the expression of M(x) into the deflection equation then integrating to satisfy d'y M(x) (i) boundary conditions dx² EI (ii) continuity conditions (iii) symmetry conditions to obtain the slope 0 = Bending-Moment Equation and the deflection y of the beam this method is called method of successive integration VA=0 VB=0
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