A rectangular column with cross-sectional dimensions b and h is pin-supported at ends A and C
(see figure). At midheight, the column is restrained in the plane of the figure but is free to deflect
perpendicular to the plane of the figure. Determine the ratio h/b such that the critical load is the
same for buckling in the two principal planes of the column.
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Can you give me your project work on the answer
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