This connection details a glulam beam bearing on a hollow structural section column with a 16-millimeter bearing plate and a 12-millimeter stiffener plate. A 10-millimeter knife plate extends vertically into the glulam beams, paired with a 12-millimeter gusset plate separating the beams. Fasteners are arranged with 100-millimeter spacings. A top plate is designed for tension due to cantilever to connect two glulam beams. The underside of the roof is referenced at elevation 117.77.
PK-N 6 S-OB-5.52 GLULAM BEAM HSS COLUMN BEARING PL16 KNIFE PL10 GUSSET PL12 MIN SEPARATING GLULAM BEAMS STIFF PL12 100 100 100 U/S OF OB ROOF 117.77 150 MIN DESIGN TOP PLATE FOR TENSION DUE TO CANTILEVER TO CONNECT TWO GLULAM BEAMS
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