Wide flange beams connect to a wide flange column web using a moment connection configuration with top and bottom continuity plates matched to the beam flange thickness. Shear plates and bolts connect the beam webs to the column, sized per schedule 2/S601. Continuity plates are required typically at the top and bottom, with specific dimensioning including one and a half inch and two inch clearances. A detail note specifies that certain elements are to be omitted if dimension X is two inches or less.
MOMENT CL COL C.P. TYP T&B FLGS M C.P. TYP T&B M OMIT IF X = 2" OR LESS SEE SCHED 2/S601 FOR SHEAR PL AND BOLTS SEE SCHED ON DET 1/S601 CONTINUITY PLATE TO MATCH BM FLG THICKNESS 1 1/2" 1/2" 2" TYP 3" 3" TYP 1 1/2" X B Wx BEAMS TO Wx COLUMN WEB
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