Example 22.16. Draw the shear force and the bending moment diagrams for the simply Rarted beam loaded with a concentrated force, P = 100 kN and a concentrated moment. E* a va Mc = 200 kNm as shown in Fig. 22.15. = 100 kN 200 kNm 2 m 2 m

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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.