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
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Beam AB has a sliding support at A and a roller support at B, and supports a distributed load of maximum intensity acting on the right-hand half of the beam. (See the figure. Assume the beam has constant flexural rigidity EI.)
90
A
C
B
L/2
L/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: 9o, L, E, I, and x.)
v (osxs) - [
=
*(X) =
Also, determine deflection &A, angle of rotation, and deflection at the midpoint. (Enter the magnitudes. Use the following as necessary: 90, L, E, and I.)
8A =
=
8c =
Transcribed Image Text:Beam AB has a sliding support at A and a roller support at B, and supports a distributed load of maximum intensity acting on the right-hand half of the beam. (See the figure. Assume the beam has constant flexural rigidity EI.) 90 A C B L/2 L/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: 9o, L, E, I, and x.) v (osxs) - [ = *(X) = Also, determine deflection &A, angle of rotation, and deflection at the midpoint. (Enter the magnitudes. Use the following as necessary: 90, L, E, and I.) 8A = = 8c =
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