Structural · S-MQJSY

Beam-To-Column Flange Moment Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Moment Connection Shear Tab / Single Plate Beam-to-Column Bolted Connection

About this detail

A wide-flange steel beam connects to a wide-flange column flange using a bolted shear tab and complete joint penetration groove welds at the beam top and bottom flanges. Continuity plates are provided on both sides of the column web, aligned with the beam flanges and matching the cantilever beam flange thickness. The shear tab is fastened with a vertical line of bolts sized per the typical beam connection schedule. A typical one-inch clearance is maintained at the beam end, with specific dimensional callouts for k-det distances and bolt spacings.

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