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 BCP 21 2L

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 BCP 21 2L

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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