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in this video were going to look at slender columns our previous discussion on columns we were looking at the behavior of a column with respect to its cross section so in this section were going to look at what happens when we consider the full length of the column when we get longer columns sometimes we can get a column that cant achieve the cross-sectional strength that we found of just our short section so well see how to to account for that in this section by the end of this section i want you to be able to differentiate between short and slender column behavior determine whether slenderness needs to be considered in a column calculates an e i effective for a given column using both the simplified and detailed aci 318 expressions calculate the effective length or kl for a column with a given end condition relating our simply supported end conditions to other end conditions that we might have identify two ways that slenderness can be accounted for in columns create a moment axi