A wide flange beam frames into a hollow structural section column using a bolted shear tab connection. The column top receives a quarter-inch cap plate secured with a seal weld all around. The connection layout includes a variable dimension "X" and plate length "L" referencing the structural schedules and related details for plate thicknesses and bolt spacings. Skewed connections reference specific detailing notes.
SECTION A-A TOP OF COLUMN WHERE OCCURS PROVIDE 1/4" CAP PL w/ SEAL WELD ALL AROUND WF BEAM REF. PLAN 1 3/4" 1 3/4" A A DIM. ("X") TYP. 3" "L" HSS COLUMN REF. PLAN 1/4 1/4 CL OF BEAM AND COLUMN NOTES: 1. FOR PL LENGTH ("L") AND BOLTS. REF. SCHEDULE 3/S601. 2. FOR WELDS NOT SHOWN, PL THICKNESS, ("X") DIMENSION AND BOLT SPACING REF. DETAIL 2/S601. 3. FOR WELDS AT SKEWED CONNECTIONS REF. DETAIL 8/S601. TYP. 1 1/2" 3/4" TYP. BOLTED WF BEAM TO
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