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welcome back to the channel in this video we will cover the design procedure of a steel column for compression that involves a trial and error approach to do that we need to understand the following steps first we estimate the compressive stress in the column lets say 100 newton per millimeter squared and evaluate the approximate area required which equals design load divided by the estimated stress then we need to select a suitable universal column section size from the table and evaluate the non-dimensional slenderness using these equations l is the effective length and i is the radius of gyration after that we evaluate the buckling reduction factor x from the design curve and determine the buckling stress which equals buckling reduction factor x times yield strength finally we compare the buckling stress with the actual stress on the column so actual stress equals design load divided by actual area the actual stress should be less than or equal to the buckling stress obtained from