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A uniform elastic rod of length 4L and constant cross-section, is fixed at its left end as shown in the figure. An axial force P is acting at the mid-point, C. Assume that plane section remain plane during deformation. The ratio (rounded off to one decimal place) of axial displacements at point A to that at point B is Wall 34 BC P -21 21-

A uniform elastic rod of length 4L and constant cross-section, is fixed at its left end as shown in the figure. An axial force P is acting at the mid-point, C. Assume that plane section remain plane during deformation. The ratio (rounded off to one decimal place) of axial displacements at point A to that at point B is Wall 34 BC P -21 21-

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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A uniform elastic rod of length 4L and constant cross-section, is fixed at its left end as shown in the figure. An axial force P is acting at the mid-point, C. Assume that plane section remain plane during deformation. The ratio (rounded off to one decimal place) of axial displacements at point A to that at point B is Wall 34 L BC P 21 - 21 x
Transcribed Image Text:A uniform elastic rod of length 4L and constant cross-section, is fixed at its left end as shown in the figure. An axial force P is acting at the mid-point, C. Assume that plane section remain plane during deformation. The ratio (rounded off to one decimal place) of axial displacements at point A to that at point B is Wall 34 L BC P 21 - 21 x
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