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Determine the deflection at point B of the beam shown using Castigliano's Theorem Method. (You can verify using other methods in your solution sheet, but Castigliano's Theorem Method solution is required). Answer in mm, 2 decimal places, and positive value only 50 kN-m A В 4 m El = constant 70 GPa = 164 (106) mm4 E %3D %3D

Determine the deflection at point B of the beam shown using Castigliano's Theorem Method. (You can verify using other methods in your solution sheet, but Castigliano's Theorem Method solution is required). Answer in mm, 2 decimal places, and positive value only 50 kN-m A В 4 m El = constant 70 GPa = 164 (106) mm4 E %3D %3D

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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Determine the deflection at point B of the beam shown using Castigliano's Theorem Method. (You can verify using other methods in your solution sheet, but Castigliano's Theorem Method solution is required). Answer in mm, 2 decimal places, and positive value only 50 kN-m B 4 m El = constant E = 70 GPa I = 164 (106) mm4 %3D %3D %3D Activate
Transcribed Image Text:Determine the deflection at point B of the beam shown using Castigliano's Theorem Method. (You can verify using other methods in your solution sheet, but Castigliano's Theorem Method solution is required). Answer in mm, 2 decimal places, and positive value only 50 kN-m B 4 m El = constant E = 70 GPa I = 164 (106) mm4 %3D %3D %3D Activate
Determine the deflection at point D of the beam shown using Virtual Work Method. (You can verify using other methods in your solution sheet, but the Virtual Work Method solution is required). Answer in mm, 2 decimal places, and positive value only 150 kN B D 5 m 5 m 5 m El = constant %3D E = 70 GPa = 1000 (106) mm4
Transcribed Image Text:Determine the deflection at point D of the beam shown using Virtual Work Method. (You can verify using other methods in your solution sheet, but the Virtual Work Method solution is required). Answer in mm, 2 decimal places, and positive value only 150 kN B D 5 m 5 m 5 m El = constant %3D E = 70 GPa = 1000 (106) mm4
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