A steel beam frames into a girder with a full-height stiffener plate welded on three sides per schedule. The beam flange is coped as required to clear the supporting member. A shear plate connects the beam web to the support using bolts sized per schedule, with additional weld requirements specified where a drag symbol occurs.
CL GIRDER A A 3 SIDES SEE SCHEDULE 1 1/2" TYP 1 1/2" 2 1/2" A BEAM TO GIRDER W/ FULL HEIGHT STIFFENER TYP 3" 3" CL HSS COL COPE FLANGE AS REQUIRED A A SEE SCHEDULE 1 1/2" TYP 1 1/2" 2 1/2" B BEAM TO GIRDER 1/2" TYP 3" 3" 1/2" A REQ'D WHERE DRAG SYMBOL OCCURS FOR SHEAR PL AND BOLTS SEE SCHED PLAN SYMBOL FOR SHEAR PL AND BOLTS SEE SCHED A REQ'D WHERE DRAG SYMBOL OCCURS
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