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A simply supported beam is loaded as shown. Use E = 200,000MPa and I=150 x 10° mm". Compute for the slope at support A. 20 kN 8 kN/m 4m 4m

A simply supported beam is loaded as shown. Use E = 200,000MPa and I=150 x 10° mm". Compute for the slope at support A. 20 kN 8 kN/m 4m 4m

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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6 A simply supported beam is loaded as shown. Use E = 200,00OMPA and I=150 x 10° mm. Compute for the value of C, (constant of the 2nd integration) in the equation of the deflection for the 2nd segment. 20 kN 8 kN/m 4m 4m
Transcribed Image Text:6 A simply supported beam is loaded as shown. Use E = 200,00OMPA and I=150 x 10° mm. Compute for the value of C, (constant of the 2nd integration) in the equation of the deflection for the 2nd segment. 20 kN 8 kN/m 4m 4m
A simply supported beam is loaded as shown. Use E = 200,000MPA and I=150 x 10° mm" Compute for the slope at support A. 20 kN 8 kN/m 4m 4m
Transcribed Image Text:A simply supported beam is loaded as shown. Use E = 200,000MPA and I=150 x 10° mm" Compute for the slope at support A. 20 kN 8 kN/m 4m 4m
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