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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.
Find out the reactions at hinge: A board ABCD is held in position as shown in Figure by a cable BE and a hinge at A. If the weight of the board is 5 kN, find out the reactions
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