A wide-flange beam frames into a column flange with top and bottom plates sized per schedule, secured with erection bolts as required. Fillet welds of size t1 are applied to three sides of the connection plates where indicated. The detail specifies a maximum three-quarters-inch clearance and references plan views and detail 2/S6.01 for specific dimensional requirements.
PLAN VIEW A-A t2 t2 t2 t2 TYP. CL OF BEAM AND COL. "W" DIM. ("X") "L" TOP OF COLUMN WHERE OCCURS t2 t2 WF BEAM REF. PLAN TYP. "XX" PL TOP AND BOTTOM MAX. 3/4" A A MAX. 3/4" t2 t2 t1 (3) SIDES PL "t" x"L"x "W" w/ ERECTION BOLTS AS REQ'D. REF. SCHEDULE NOTE: FOR ("X") DIMENSION REF. DETAIL 2/S6.01. t1 (3) SIDES "W" BEAM WHERE OCCURS WITHIN THE PROTECTED ZONE, DISCONTINUITIES CREATED BY FABRICATION OR ERECTION
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