2.21 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. Compute the vertical displacement of point C caused by the 50-kN load. ied, scanned, or duplicated, in whole or in part. Due to electronic rights, some third party content may be suppressed from the eBook and/or eChapter( affect the overall learning experience. Cengage Learning reserves the right to remove additional content at any time if subsequent rights restrictions re Problems 45 Steel L=4m A = 500 mm² E = 200 GPa E = 200 GPa A = 300 mm² L=3m B 2m 3m B 1.5 m FIG. P2.21 50 KN 2m D

2.21 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. Compute the vertical displacement of point C caused by the 50-kN load. ied, scanned, or duplicated, in whole or in part. Due to electronic rights, some third party content may be suppressed from the eBook and/or eChapter( affect the overall learning experience. Cengage Learning reserves the right to remove additional content at any time if subsequent rights restrictions re Problems 45 Steel L=4m A = 500 mm² E = 200 GPa E = 200 GPa A = 300 mm² L=3m B 2m 3m B 1.5 m FIG. P2.21 50 KN 2m D

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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