A structural steel beam frames into a hollow structural section column with plates matching the beam flange thickness at three-eighths of an inch minimum. Three-eighths inch stiffener plates are provided on each side of the column web aligned with the beam flanges. A column above occurs at this connection node as specified per plan.
BEAM PER PLAN STIFFENER PL 3/8" EACH SIDE PL - SAME THICKNESS AS THE BEAM FLANGE (3/8" MIN) HSS COLUMN PER PLAN 8B COLUMN ABOVE WHERE OCCURS
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