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The continuous beam is loaded as shown in the figure. Assume that support does not settle, and El is constant. Using the slope-deflection method determine the following: a. The moment reactions at the supports; and b. The vertical reactions at the supports. A 45 kN/m 35 kN/m 60 kN 120 kN 85 KN-m 25 kN/m B C D 3.5m 3m 1.5m 0.5m Im 2m 21

The continuous beam is loaded as shown in the figure. Assume that support does not settle, and El is constant. Using the slope-deflection method determine the following: a. The moment reactions at the supports; and b. The vertical reactions at the supports. A 45 kN/m 35 kN/m 60 kN 120 kN 85 KN-m 25 kN/m B C D 3.5m 3m 1.5m 0.5m Im 2m 21

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 2P
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The continuous beam is loaded as shown in the figure. Assume that support does not settle, and El is constant. Using the slope-deflection method determine the following: a. The moment reactions at the supports; and b. The vertical reactions at the supports. A 45 kN/m 35 kN/m 60 kN 120 kN 85 KN-m 25 kN/m B C D 3.5m 3m 1.5m 0.5m Im 2m 21
Transcribed Image Text:The continuous beam is loaded as shown in the figure. Assume that support does not settle, and El is constant. Using the slope-deflection method determine the following: a. The moment reactions at the supports; and b. The vertical reactions at the supports. A 45 kN/m 35 kN/m 60 kN 120 kN 85 KN-m 25 kN/m B C D 3.5m 3m 1.5m 0.5m Im 2m 21
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