5. The rectangular components of force are respectively. 220° 100 N (a) -100 sin 220°, –100 cos 220° 100 cos 220°, –100 sin 220° (b) –10 0 sin 40°, –100 cos 40° 100 cos 40°, –100 sin 40° (c) (d)

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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.