W LAB LBC LAB-2.2 ft LBC -2.6 ft w-3.5 k/ft Diameter 1.0 in E - 5,000 ksi C A B The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension Ipad w over length AB. Determine the deflection at end A relative to the wall from the applied loads.

W LAB LBC LAB-2.2 ft LBC -2.6 ft w-3.5 k/ft Diameter 1.0 in E - 5,000 ksi C A B The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension Ipad w over length AB. Determine the deflection at end A relative to the wall from the applied loads.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

Pravibhai

W
LAB
LBC
C
A
B
The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension Ipad w over length AB.
Determine the deflection at end A relative to the wall from the applied loads.
LAB= 2.2 ft
Lec=2.6 ft
w = 3.5 k/ft
Diameter 1.0 in
E = 5,000 ksi

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Step 1: Calculation of deflection of end A w.r.t. point B.

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Step 2: Calculation of deflection of end A w.r.t. point C.

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