A rectangular column with cross-sectional dimensions b and h is pin-supported at ends A and C (see figure). At mid-height, the column is restrained in the plane of the figure but is free to deflect perpendicularly to the plane of the figure. P L x x 2 h B Section X-X L 2 A Determine the ratio b such that the critical load is the same for buckling in the two principal planes of the column. (Solve this problem using the assumptions of ideal, slender, prismatic, and linearly elastic columns (Euler buckling).)

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.3.15P: A rectangular column with cross-sectional dimensions b and h is pin-supported at ends A and C (see...
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A rectangular column with cross-sectional dimensions b and h is pin-supported at ends A and C (see figure). At mid-height, the column is restrained in the plane of the figure
but is free to deflect perpendicularly to the plane of the figure.
P
L
x x
2
h
B
Section X-X
L
2
A
Determine the ratio
b
such that the critical load is the same for buckling in the two principal planes of the column. (Solve this problem using the assumptions of ideal, slender,
prismatic, and linearly elastic columns (Euler buckling).)
Transcribed Image Text:A rectangular column with cross-sectional dimensions b and h is pin-supported at ends A and C (see figure). At mid-height, the column is restrained in the plane of the figure but is free to deflect perpendicularly to the plane of the figure. P L x x 2 h B Section X-X L 2 A Determine the ratio b such that the critical load is the same for buckling in the two principal planes of the column. (Solve this problem using the assumptions of ideal, slender, prismatic, and linearly elastic columns (Euler buckling).)
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