Wide-flange beams connect to a hollow structural section column using shear tabs welded to the column face and bolted to the beam web. A one-half inch plate caps the column on four sides with typical welds as specified. Top of steel elevations are referenced per plan for multi-sided framing configurations.
4 SIDES 1/2" TYP. PL 1/2 T/STEEL RE: PLAN T/STEEL RE: PLAN CL TYP A B PLAN AT (4) SIDED CONN. PLAN AT (2) OR (3) SIDED CONN. SECTION
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