BC rigid beam supported by fixed support and AB bar at Point C exposed to Qo spread load. Taking the buckling safety coefficient for the AB bar EK = 2; a) Inertial moments Ix and Iz of the cross section b) find the ratio of the stick λ delicate and type of the stick (thin or thick) c) safety buckling force of AB Rod d) determine the safe qo spread load that the BC beam can carry. Aberystwyth Material = St37 E GPa = 210  λp = 104   L m = 1.6  b mm= 1.6 k=1.85 h mm = k * 29 t mm = 10

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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.