Structural · S-PDAAD

Column Web Perpendicular to Beam Web Connection

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A beam frames into a column web with the column web oriented perpendicular to the beam web. Full-height stiffener plates are provided on both sides of the column web, aligned with the column web, featuring a thickness matching the column flange with a three-eighths inch minimum and matching the beam flange width. The assembly connects to beams sized per plan with top of steel per plan. Plates are welded to each beam with five-sixteenths inch fillet welds, and additional connection details are referenced on sheets S5.01 and S5.02.

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