The lamp shown in the figure is supported by a pole AO and cables AC and AB. Each cable can sustain a maximum tension of 500 N, and pole can withstand a maximum compression of 300 N. Note that the force in pole AO acts along its axis.

Q: 50°/ A 30° 00

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Q: 1.5 m 3 m F, x' 1m B

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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.