A fixed-end beam of a length L is subjected to a support settlement at support B (see figure). Use the successive integration method and the 4th-order differential equation of deflection curve Elv"=-q(x) to solve for (a) the equation of the deflection curve and (b) the reactions at supports A and B. the .B.

A fixed-end beam of a length L is subjected to a support settlement at support B (see figure). Use the successive integration method and the 4th-order differential equation of deflection curve Elv"=-q(x) to solve for (a) the equation of the deflection curve and (b) the reactions at supports A and B. the .B.

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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Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

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- A fixed-end beam of a length L is subjected to a
support settlement at support B (see figure). Use
the successive integration method and the
4th-order differential equation of the
deflection curve Elv"" =-q(x) to solve for (a)
the equation of the deflection curve and (b) the
reactions at supports A and B.-

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