This structural plan detail shows an HSS column bearing on a wide flange beam with high-load connections on multiple sides. A one-and-a-half-inch plate extends one inch above and below the shear plate at the column base. Shear plates and kerf plate connections are detailed per sheet S-503, with specific dimensional clearances including an eight-inch maximum dimension and one-inch typical spacing. The plan configuration applies where high-load connections occur on all four sides or on opposite sides where kerfing is restricted by perpendicular kerf plate connections.
SHEAR PL PER KERF PL CONN. PER SECTION (PER BF CONN. DETAIL WHERE OCCURS) per PL 1 1/2" - EXTEND 1" ABOVE & BELOW SHEAR PL COLUMN PER PLAN OR BF ELEV. PLAN* * THIS PLAN VIEW ONLY APPLIES WHERE HIGH LOAD CONN. OCCURS ON ALL (4) SIDES OF COLUMN, OR WHERE HIGH LOAD CONN. OCCURS ON OPP. SIDES OF COLUMN, BUT CANNOT BE KERFED DUE TO PERPENDICULAR KERF PL CONN. 1" TYP. MAX. 8" 12/S-503 12/S-503 16 HSS Column Bearing on WF Beam 5016
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership