Structural · S-SKZ45

Fillet Weld Shear Tab to Beam Web

Materials

weld

Elements

Columns Beams Connections / Plates

Connections

Shear Tab / Single Plate Welded Connection

About this detail

This structural steel detail shows the top and bottom flange moment connections along with the web shear tab connection between a steel beam and a column flange. Complete joint penetration groove welds are specified at the top and bottom flanges with specific backgouging, weld backing removal, and fillet weld requirements. The web connection utilizes a three-eighths-inch thick shear tab welded to the beam web with a fillet weld size equal to the plate thickness minus one-sixteenth of an inch, extending over the top and bottom one-third of the height and across the ends. Non-fusible weld tabs are required for the web groove weld, which runs the full length between weld access holes. Dimensional clearances include a one-inch clear dimension and a two-inch minimum dimension at the connection interface.

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