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hey everybody dr a here and in this short video we are going to be exploring some of the background information on the effective length factor which we typically call k and were going to be specifically looking at steel frame members so basically the members of steel frames okay which would be of course beams columns or beam columns so lets go and get started when a column you know or beam column is part of a frame we can account for the relative stiffness that each connected element is providing to the columns ends okay now to do this we reference aisc appendix 7 so thats the steel construction manual appendix seven okay now you got to be very careful you need to read appendix seven carefully okay read carefully so you can pay attention to the assumptions okay but in general what we can do is we can use the provided alignment charts to compute what we sometimes call the g factors for each end of the desired member spell that correctly we then enter the appropriate figure and these
