A wide flange beam connects to the column web with three-eighths inch stiffener plates welded top and bottom on each side. A five-sixteenths fillet weld typical detail secures the connection components. Additional connection details and web stiffeners are provided per structural drawings.
BEAM TO COL WEB COL BEAM STIFF PL3/8" ES, TOP & BOT, TYP C L 2" MAX 5/16 TYP CONN AND WEB STIFFENERS PER / 4 S-520 CONN PER / 5 S-520 1' - 11 3/16" WF PER PLANS, TYP
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