A steel beam connects to a filled circular hollow structural section column using a typical shear tab welded to the face of the column per plan. The web of the beam is bolted to the single plate shear tab extending from the column. The circular hollow structural section column is filled with concrete as specified per plan.
BEAM TO CHS COLUMN FILLED CHS COLUMN PER PLAN TYPICAL SHEAR TAB PER SCHEDULE WELDED TO FACE OF COLUMN PER PER PLAN
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