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9.3-23 The beam shown in the figure has a support at A and a roller support at B. The support permits vertical movement but no r Derive the equation of the deflection cu determine the deflection 8, at end A and al point C due to the uniform load of intensity q applied over segment CB and load Pat x = L the second-order differential equation of th tion curve. y A L 3 P C 9 = P L B

9.3-23 The beam shown in the figure has a support at A and a roller support at B. The support permits vertical movement but no r Derive the equation of the deflection cu determine the deflection 8, at end A and al point C due to the uniform load of intensity q applied over segment CB and load Pat x = L the second-order differential equation of th tion curve. y A L 3 P C 9 = P L B

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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9.3-23 The beam shown in the figure has a sliding support at A and a roller support at B. The sliding support permits vertical movement but no rotation. Derive the equation of the deflection curve and determine the deflection 8 at end A and also c at point C due to the uniform load of intensity q = P/L L/3. Use applied over segment CB and load Patx the second-order differential equation of the deflec- tion curve. y A L 3 L12 P C P 9= L L12 1 B X
Transcribed Image Text:9.3-23 The beam shown in the figure has a sliding support at A and a roller support at B. The sliding support permits vertical movement but no rotation. Derive the equation of the deflection curve and determine the deflection 8 at end A and also c at point C due to the uniform load of intensity q = P/L L/3. Use applied over segment CB and load Patx the second-order differential equation of the deflec- tion curve. y A L 3 L12 P C P 9= L L12 1 B X
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