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Jan 11, 2019 · There will be a big issue with the slenderness ratio of the column. Such a slender column will lead to a drastic rise in bending moment in the column, as well as the connected beams. In that case, I would recommend recalculating the stresses on the column, and increase the steel quantity in the column according to the new calculations. Construction - SteelConstructionfoGood site co-ordination will facilitate a smooth running project. Column base connection. Quality management. The steel construction industry and supply chain are able to call upon members of the BCSA and their inherent qualities of competency and professionalism, LRFD Column Load Tables - cousesteel6 x 6 x 5/8 is good for 270 kips > 148 kips - O.K. x 1/2 is good for 231 kips > 148 kips - O.K. x 3/8 is good for 184 kips > 148 kips - O.K. x 5/16 is good for 158 kips > 148 kips - O.K. x 1/4 is good for 130 kips < 148 kips - not good Select:6 x 6 x 5/16 HSS (Weight = 23.34 lbs./ft.) Example 2 Design the lightest square ERW HSS column of F y
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