A structural steel beam connects to a supporting column flange using a full-depth shear plate welded with quarter-inch welds on three sides. A full-depth stiffener plate is welded to the column opposite the connection, maintaining a three-quarter-inch maximum clearance. The bolted connection uses three bolts, with the specific number and sizing referenced from the structural schedule. A one-and-a-half-inch clearance is maintained at the base of the connection plate.
FULL DEPTH STIFFENER PL FULL DEPTH SHEAR PL DESIGNATED XS 1/4 1/4 (3) SIDES CLR. 1 1/2" 3/4" MAX. REF. SCHEDULE FOR NO. OF BOLTS
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