A hollow structural section beam frames into a hollow structural section column where the beam width exceeds the flat face width of the column. The connection utilizes a partial-joint-penetration groove weld designated as PJP, with a weld size specified as t minus one-sixteenth of an inch based on the nominal wall thickness of the beam. The centerlines of the column and beam align vertically.
HSS BEAM HSS COLUMN t'1/16 t'1/16 NOTES: 1. 't' ' INDICATES NOMINAL WALL THICKNESS OF BEAM. 2. DETAIL TO BE USED WHEN WIDTH OF BEAM EXCEEDS FLAT FACE WIDTH OF COLUMN. PJP CL COL & BM
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