This structural steel connection details a beam framing into a column flange using a single plate shear tab welded to the column and bolted to the beam web. The shear tab thickness is specified as the beam web thickness plus one-quarter inch, with bolt sizes and counts determined per structural notes and plan callouts. Continuity plates are aligned with the beam top and bottom flanges across the column web, utilizing the larger thickness of TF1 or TF2 per detail requirements. Additional rows of bolts are provided as required by design loads.
TO STEEL No & SIZE OF BOLTS (SEE NOTE 3) 2ND ROW OF BOLTS AS REQUIRED (SEE NOTE 3) CONTINUITY PLATES (SEE DETAIL "E") USE LARGER OF TF1 OR TF2 SHEAR TAB THICK = WEB +1/4" TF2 TF1 3" MIN TYP 2" SHOWN ON PLAN THUS: SEE NOTE 3 CP T&B FLANGES, TYP M
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