Continuous plates at the top and bottom feature a thickness matching the beam flange and a minimum thickness of five-eighths of an inch on each side of the plate, connecting a skewed wide-flange beam to a wide-flange column. A shear tab matches the plate thickness, and the beam flanges are shaped as required to fit the skewed geometry. Additional beam-to-column connections are provided per typical standard details.
W BEAM PER PLAN (BOTT FLANGE SHOWN) W COL PER PLAN CONT PL TOP & BOTT, THICKNESS TO MATCH THICKNESS OF BM FLANGE (5/8" MIN) TYP EA SIDE OF PL TW A W COL PER PLAN W BEAM PER PLAN (BOTT FLANGE SHOWN) B FOR ITEMS NOT SHOWN OR NOTED SEE A CONNECTION PER TYPICAL W BEAM CONNECTION DETAIL TO TOP & BOTT CONTINUITY PL, PER TYPICAL W BEAM CONNECTION DETAIL PL TO MATCH SHEAR TAB THICKNESS SHAPE FLANGES AS REQUIRED
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