A wide flange beam connects to a hollow structural section column using a bolted shear tab and top and bottom flange welds, incorporating continuity plates sized to match the beam flanges with a three-eighths inch minimum thickness. A separate plan view provides the column and beam orientation with a one-half inch maximum typical clearance. An associated truss connection detail has structural steel angles welded to a supporting wide flange beam with three-sixteenths inch fillet welds.
TYP L 3x3x1/4" @ EACH TRUSS STEEL BEAM WHERE OCCURS 1/4 3" 3" 3/16 3 SIDES A-A PLAN VIEW A-A 1/2" MAX TYP COL ABOVE WHERE OCCURS CONTINUITY PL W/ THICKNESS TO MATCH WF BEAM FLANGES (3/8" MIN), TYP TOP & BOTT TW TOP & BOTT OF WF FLANGE WF BEAM PER PLAN COL PER PLAN PER DETAIL 17 S0.41 CL HSS COL WF BEAM PER PLAN TW
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