Structural · S-TNQRJ

Steel Beam to Column Shear Tab Connection Details

Materials

Steel

Elements

Columns Connections / Plates

Connections

Bolted Connection

About this detail

Steel beams connect to column webs and flanges using shear plates located on either side of the column web to align in plan. A half-inch cap plate is welded to the top with five-sixteenths inch fillet welds on three sides, typically. One-half inch top and bottom stabilizer plates provide additional reinforcement. Bearing connections utilize specified NC and NR bolts per schedule, with typical vertical spacings of one and a half inches and five inches. Skewed connections are detailed per sheet reference S5.202.

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