Wide-flange drag beams frame into a hollow structural section column using connection plates and A325 bolts sized per schedule. A connection plate welded to the wide-flange drag beam connects to the column with two vertical rows of four bolts each. The schedule specifies beam sizes, bolt diameters, bolt quantities, Grade 50 plate thicknesses, and weld sizes. Notes require filling the first row of bolts before proceeding to subsequent rows and using threads not excluded from the shear plane.
GRID A A A - A BEAM SIZE WELD SIZE DRAG CONNECTION SCHEDULE BOLTS DIA. " t " (IN) GR 50 "A" QUANTITY OF BOLTS A325 DRAG CONNECTION DETAILS AND SCHEDULE (NOTED ON PLAN) PLATE
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