A steel girder frames into a hollow structural section column with a knife plate connection. The shear plate and bolts are sized per the structural schedule. The knife plate terminates at one side of the connection. Additional plates are provided at column flanges where a drag symbol occurs.
CL HSS COL FOR SHEAR PL AND BOLTS SEE SCHED A A END OF KNIFE PL AT ONE SIDE CONNECTION 1 1/2" TYP 1 1/2" 2 1/2" E GIRDER TO HSS COLUMN 1/2" 1/2" TYP 3" TYP 3" SEE SCHEDULE PL TO COL FLGS A REQ'D WHERE DRAG SYMBOL OCCURS
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