(Q2) Draw stress paths for the following loading conditions on a p-q diagram 1- Initial condition o, -a-200 kN/m, on remains constant while o, increases to 600 kN/m 2- Initial condition a-200 kN/m, o-100 kN/m, o, remains constant while a, decreases to 70 kN/m 3- Initial condition o, o-200 kN/m², o, and o, both inerease with Ao,- Ao/3

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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.