Structural · S-NNNNK

Wide-Flange Beam to Weak-Way Wide-Flange Column Connection with Continuity Plates

Materials

Glass / Glazing

Elements

Columns Connections / Plates

Connections

Moment Connection Welded Connection Bolted Connection

About this detail

A wide-flange beam frames into the weak axis of a wide-flange column utilizing continuity plates. The assembly incorporates member 'A' with depth 'd1' and member 'B' with depth 'd2' framed against the column flanges and web. Tab plates are extended to the lowest set of continuity plates when distance 'X' exceeds 'd1'/4, with slots cut to fit around continuity plates where they do not occur below. Stiffener plates and weld sizes 'F' are provided per the structural engineering notes and bolted beam connection schedule. Adequate clearance for weld access is required, and the structural engineer of record must be notified if welding cannot be performed as shown.

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