This structural steel connection details a wide flange beam framing into another wide flange beam supported by a three-eighths inch plate welded with quarter-inch fillet welds. The supported beam flange is coped as required with a maximum clearance of three-fourths of an inch, and the connection utilizes three-quarter-inch bolts sized per the structural schedule. Dimensions govern the framing layout with edge distances and spacing clearly defined.
COPE FLANGE AS REQUIRED WF BEAMS REF. PLAN 3/8" PL DIM. ("X") MAX. 3/4" 1/4 1/4 2 1/2" 3" 1 1/2" 2 1/2" 1 1/2" 3/4" BOLTS REF. SCHEDULE W6 OR W8 BEAM TO BEAM DESIGNATED . 2D
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