8.8. The rigid bar shown is supported by three elastic wires of cross- sectional area 0.05 sq in. For each wire, E 30 x 10 psi. Determine the stresses in each wire and the deflection of point A at the equilibrium configuration.

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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.