A skewed shear tab connection features a three-quarter-inch plate matching the depth of the skewed shear plate, secured with five-sixteenth-inch fillet welds typically on each side. The detail applies where skewed beams frame into columns, though it is not required at box columns. A working point aligns with the column centerline, with a three-quarter-inch typical offset. Complete penetration welds are specified where occurs.
⅊ 3/4 SAME DEPTH AS SKEWED SHEAR ⅊ (NOT REQ'D AT BOX COL.) SKEWED SHEAR ⅊ AT SKEWED BEAM WHERE OCCURS TYPICAL W.P. COL. TYP. 3/4" ℄ ℄ C.P. 5/16 WHERE OCCURS 5/16 TYP. EA. SIDE ℄
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