Structural · S-KP3MY

Braced Frame Gusset Plate Layout Procedure

Materials

weld

Elements

Columns Beams Bracing Connections / Plates

Connections

Gusset Plate Bracing Connection Welded Connection Bolted Connection

About this detail

The standard layout procedure for structural steel gusset plate connections at both strong and weak axis column configurations begins by establishing the location of the first bolt line along the work line, noting that length parameters apply specifically to the bottom end of the brace. Inner and outer bolt row offsets are established using specified gauge dimensions for double rows of bolts. Bolt hole patterns are laid out using designated hole sizes, spacings, and edge distances. Gusset edge widths perpendicular to the work line are determined by adding the minimum weld length plus twice the minimum return. Finally, connections to the beam and column are verified to maintain the minimum required weld length after accounting for clips and weld starts and stops.

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