This assembly features a wide-flange beam framing into a supporting wide-flange girder. The connection is made via a bolted shear tab or double-angle configuration, with specific bolt counts and sizes determined by the typical beam connection schedule. The floor system consists of a concrete slab poured over metal decking, with slab thickness, deck size, and deck gauge specified in the general structural notes. The wide-flange beams and girders are sized as indicated on the structural framing plans.
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