A wide-flange beam connects to the flange of a wide-flange column using a bolted shear plate welded to the column face. The shear plate and bolts are sized per the structural schedule. Additional weld requirements are indicated where a drag symbol occurs.
CL COL. A A SEE SCHEDULE 1/2" 2" 1 1/2" TYP 1 1/2" 3" TYP 3" FOR SHEAR PL AND BOLTS SEE SCHED. G BEAM TO Wx COLUMN FLANGE A REQ'D WHERE DRAG SYMBOL OCCURS
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