To determine the maximum allowable axial force applied to a cylindrical column by four different support connections: pinned at both ends, fixed at one end and free at the other, fixed at both ends, and pinned at one end and fixed at the other. The cylindrical steel column shown is subjected to an axial force P at both its ends. Let L = 7.500 ft and d = 9.500 in . Assume E = 29000 ksi and oy = 34.00 ksi for the material used. (Figure 1)

To determine the maximum allowable axial force applied to a cylindrical column by four different support connections: pinned at both ends, fixed at one end and free at the other, fixed at both ends, and pinned at one end and fixed at the other. The cylindrical steel column shown is subjected to an axial force P at both its ends. Let L = 7.500 ft and d = 9.500 in . Assume E = 29000 ksi and oy = 34.00 ksi for the material used. (Figure 1)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.4.17P: A bimetallic bar (or composite bar) of square cross sec lion with dimensions 2b X lb is construe ted...

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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

To determine the maximum allowable axial force applied to a cylindrical column by four
different support connections: pinned at both ends, fixed at one end and free at the other,
fixed at both ends, and pinned at one end and fixed at the other.
The cylindrical steel column shown is subjected to an axial force P at both its ends. Let L =
7.500 ft and d = 9.500 in . Assume E = 29000 ksi and oy = 34.00 ksi for the material
used. (Figure 1)

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