4) The state of plane stress at a point is described by Or = Oy = o and Tæy =0. The stress on the plane inclined at 45 degree to the x – plane will be V20 V30 20

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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.