A hollow structural section beam frames into a wide-flange column utilizing a one-half-inch plate welded with five-sixteenths fillet welds. Five-sixteenths stiffener plates are provided inside the structural assembly typically where indicated. A one-inch typical clearance is maintained at the beam framing. A separate section view details a one-quarter-inch fillet weld configuration at the column per plan.
SECT PL1/2 STIFF PL5/16, TYPE EL PER PLAN HSS BM TOS 1" TYP TYP 5/16 BM WHERE OICCURS 1 1/2" TYP COL PER PLAN HSS PER PLAN ES 5/16 TYP 1/4 SECTION B
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