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SITUATION 1: The rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a roller connection between the bars at C. E = 200 GPa 4. Compute the reaction at point C. 5. Compute the vertical displacement at point B caused by the 50-kN load. 6. Compute the vertical displacement of point C caused by the 50-kN load. A = 300 mm² L = 3 m | 50 kN 2 m 2 m A D C 1.5 m 3 m

SITUATION 1: The rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a roller connection between the bars at C. E = 200 GPa 4. Compute the reaction at point C. 5. Compute the vertical displacement at point B caused by the 50-kN load. 6. Compute the vertical displacement of point C caused by the 50-kN load. A = 300 mm² L = 3 m | 50 kN 2 m 2 m A D C 1.5 m 3 m

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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SITUATION 1: The rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a roller connection between the bars at C. E = 200 GPa A = 300 mm² L = 3 m 4. Compute the reaction at point C. 5. Compute the vertical displacement at point B caused by the 50-kN load. 6. Compute the vertical displacement of point C caused by the 50-kN load. 50 kN 2 m 2 m C 1.5 m 3 m
Transcribed Image Text:SITUATION 1: The rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a roller connection between the bars at C. E = 200 GPa A = 300 mm² L = 3 m 4. Compute the reaction at point C. 5. Compute the vertical displacement at point B caused by the 50-kN load. 6. Compute the vertical displacement of point C caused by the 50-kN load. 50 kN 2 m 2 m C 1.5 m 3 m
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