A horizontal bar, fixed at one end (x = 0), has a length of 1 m. and cross-sectional area of 100 mm2.Its elastic modulus varies along its length as given by E(x) = 100e-x GPa, where is the length coordinate (in m) along the axis of the bar. An axial tensile load of 10 KN is applied at the free end (x = 1).What is the axial displacement of the free end.

A horizontal bar, fixed at one end (x = 0), has a length of 1 m. and cross-sectional area of 100 mm2.Its elastic modulus varies along its length as given by E(x) = 100e-x GPa, where is the length coordinate (in m) along the axis of the bar. An axial tensile load of 10 KN is applied at the free end (x = 1).What is the axial displacement of the free end.

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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