The horizontal member shown in the figure is loaded by 57 kN at E. It is supported by steel connector AB (E = 200 GPa, A= 615 mm²) and aluminum connector CD (E = 70 GPa, A = 525 mm² ). Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E. 57 kN 0.5 m 0.3 m | E B 0.25 m 0.5 m

The horizontal member shown in the figure is loaded by 57 kN at E. It is supported by steel connector AB (E = 200 GPa, A= 615 mm²) and aluminum connector CD (E = 70 GPa, A = 525 mm² ). Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E. 57 kN 0.5 m 0.3 m | E B 0.25 m 0.5 m

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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