Beam AB has a sliding support at A and a roller support at B, and supports a distributed load of maximum intensity 9 acting on the right-hand half of the beam. (See the figure. Assume the beam has constant flexural rigidity EI.) 90 C B/ L/2 1/2 Derive the equations of the deflection curve for beam AB. Use the fourth-order differential equation of the deflection curve (the load equation). (Enter the magnitudes. Use the following as necessary: qo, L, E, I, and x.) v (0 ≤x≤ 1/2) = v ( ½ - SXSL) = Also, determine deflection angle of rotation, and deflection at the midpoint. (Enter the magnitudes. Use the following as necessary: qo, L, E, and I.) 8c =

Beam AB has a sliding support at A and a roller support at B, and supports a distributed load of maximum intensity 9 acting on the right-hand half of the beam. (See the figure. Assume the beam has constant flexural rigidity EI.) 90 C B/ L/2 1/2 Derive the equations of the deflection curve for beam AB. Use the fourth-order differential equation of the deflection curve (the load equation). (Enter the magnitudes. Use the following as necessary: qo, L, E, I, and x.) v (0 ≤x≤ 1/2) = v ( ½ - SXSL) = Also, determine deflection angle of rotation, and deflection at the midpoint. (Enter the magnitudes. Use the following as necessary: qo, L, E, and I.) 8c =

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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