A typical connection layout occurs at a round pipe or hollow structural section column with a continuous knife plate along the girder line. Plate thickness dimensions match Schedule A requirements with standard clearances defined as thickness plus one sixteenth of an inch. A typical shear plate connection occurs at framed beam locations oriented per plan angles. Centerlines align the column with intersecting girders and beams.
TYPICAL SECTION AT INTERIOR COLUMN CL COL USE KNIFE PL ALONG GIRDER LINE TYP SHEAR PL CONN WHERE OCCURS CL COL & BEAM PER PLAN ANGLE TYPICAL SECTION AT PIPE OR ROUND HSS COLUMN SCHED "A" (NOTE 7) CL COL & GIRDER "t" PER SCHED "A" TYP t+1/16" t+1/16"
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