A cantilever beam AB of a length L has a fixed support at A and a roller support at B (see figure). MA B7 The support at B is moved downward through a distance &g. (The beam has constant flexural rigidity EI. Use the statics sign convention.) Integrating the fourth-order differential equation of the deflection curve (the load equation), determine the reactions of the beam. (Use the following as necessary: 8, L, E, and I.) RA = RB = MA = Also, integrating the fourth-order differential equation of the deflection curve (the load equation), determine the equation of the deflection curve. (Use the following as necessary: 8, L, and x.) v(x) =

A cantilever beam AB of a length L has a fixed support at A and a roller support at B (see figure). MA B7 The support at B is moved downward through a distance &g. (The beam has constant flexural rigidity EI. Use the statics sign convention.) Integrating the fourth-order differential equation of the deflection curve (the load equation), determine the reactions of the beam. (Use the following as necessary: 8, L, E, and I.) RA = RB = MA = Also, integrating the fourth-order differential equation of the deflection curve (the load equation), determine the equation of the deflection curve. (Use the following as necessary: 8, L, and x.) v(x) =

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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