57. The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is equal to O A. 0.5 OB. 1.0 O C. 2.0 O D. 4.0

57. The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is equal to O A. 0.5 OB. 1.0 O C. 2.0 O D. 4.0

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

57. The ratio of the theoretical critical buckling load for a column with fixed ends to
that of another column with the same dimensions and material, but with pinned
ends, is equal to
O A. 0.5
OB. 1.0
O C. 2.0
O D. 4.0

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