The assembly details a moment and shear connection between steel beams framing into a steel column flange. Key components include a cap plate welded to the column web and flanges, continuity plates, doubler plates welded to the column web, and a bolted shear plate connection. Welds are specified with size and type symbols throughout the joint.
Text on the drawing
BRBF BEAM CAP PL TO MATCH THICKEST BEAM FLANGE THICKNESS + 1/8" AND SHALL BE 1/2" MIN THICK SHEAR PL, WELDS AND FASTENERS PER "TYPICAL NON-FRAME BEAM CONN SCHED AND DETAILS" DRAG BEAM PER PLAN CONTINUITY PLATES (WHERE OCCURS) PER SCHD ON 2 / S5.4.2 CJP TYP 3/8 3/8 CAP PL TO COL WEB 5/16 CAP PL TO COL FLANGES TYPICAL BEAM TO COLUMN FLANGE A "d" TYPICAL DOUBLER PL TO COLUMN CL COL WEB DOUBLER PL MIN GROOVE ANGLE MIN 10° DOUBLER PL TO COL WEB PER SCHD ON SCHD ON 2 / S5.4.2 (WHERE OCCURS) 2 / S5.4.2 S5.3.2 2
Members view this detail in full resolution, download the CAD files (SVG, PDF), and open any detail in the built-in CAD editor to edit and export DXF or DWG.
Sign in to subscribe