8101. The stresses nmeasured et o toint om a boNE. are Eye =5MPQ, 6y=-7MPQ. and Txy=Ru4 MPQ. aThe principal strain qud MaMWM Shean stnain. feed the followING No te- Talke Potsson t7qtio Vio.3 5.6 X16-5 qud ugit velunge efange = 5:6 x105

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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.