A steel beam connects to a supporting steel bar joist utilizing a one-half-inch thick by nine-inch wide bent plate welded to the top chord. A three-eighths-inch thick stiffener plate is welded beneath the bent plate with three-eighths-inch fillet welds. The steel beam web connects via a shear plate and fasteners referenced on detail 5 of sheet SD.5. The bent plate is welded to the top chord with three-sixteenths-inch fillet welds on three sides, maintaining a one-inch minimum clearance. Additional field welding and fastener criteria are referenced by detail bubbles.
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