This structural steel connection details a wide flange column supported by a beam beneath a composite slab. Ten millimeter or three-eighths inch full depth stiffener plates are provided both sides of the web, with a minimum of six per column. A top flange extension projects a minimum of seventy-five millimeters or three inches past the column typically, using a plate thickness matching the beam flange. An alternate note allows the structural steel contractor to design the field weld connection.
ALTERNATE: STRUCTURAL STEEL CONTRACTOR TO DESIGN FIELD WELD CONNECTION FRONT SECTION 10mm (3/8") FULL DEPTH STIFFENERS (MIN 6 PER COLUMN) PROVIDE TOP FLANGE EXTENSION MIN 75mm (3") PAST COL, TYP. PLATE THICKNESS TO MATCH BEAM FLANGE W-COLUMN - SEE PLAN COMPOSITE SLAB SEE PLAN CP (12") 300 STIFFENER PL B/S 10mm (3/8") FULL DEPTH STIFFENERS (MIN 6 PER COLUMN)
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