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Thanks Agent 666, so I will take 2.5% of the beam's flanges force and perform the same checks. i.e cap plate compression capacity, beams in shear, bolts bearing and weld length. So, by thinking about your comment, now I have one more question. When I break the moment into flange forces in the...

Thanks, I am based in Europe though and I have no access to AISC Design Guides though

Hi All, I am working on a small project of extending first floor of a shop. The extension consists of steel sections and more specifically in one location of the extension the beam will be bolted on an existing concrete beam at one end, then it will span over a column using a column cap plate...