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with the rapid increase in computational power and widespread use of personal computers code writers have sought to expand the approaches available for stability design of Steel structures the effective length method was first introduced in the 1961 aisc specification and it has served the profession for over 45 years the latest addition to the aisc is the direct analysis method which eliminates the need for calculation of the column effective length Factor K in the design process a source of potential error and confusion for practicing Engineers designing complex steel structures it also develops a stability design approach that applies in the same logical and consistent way to all types of structures including brace frames moment frames and combined framing systems in this video we will show a stepbystep procedure of how to conduct the direct analysis method to assess the stability of a steel frame with the first step being to develop a model of the building frame that captures all t