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(a) Evaluate the buckling load of column with one end fixed other free of 8m length by using Euler's formula.
Given : Imin = 1390m4
E = 2 X 105 N/mm2
(b) Derive a mathematical expression to determine the buckling load of a column with one end fixed and other free.
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Illustrate the assumptions made in Euler's theory. Determine the expression for crippling load for a long column when one end of the column is fixed and other end is hinged.
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