Structural · S-ZY2X2

Welded Unreinforced Flange-Welded Web Moment Connection

Materials

Steel Timber / Wood Metal (misc.)

Elements

Columns Beams Anchors / Embeds Connections / Plates Reinforcing

Connections

Moment Connection Shear Tab / Single Plate Welded Connection Bolted Connection Shear Stud / Composite

About this detail

A structural detail incorporates demand-critical complete joint penetration welds at the top and bottom beam flanges to the column flange. A three-eighths inch shear plate connects the beam web to the column flange using fillet welds sized per AISC 358. Continuity plates match the thickness per schedule and connect to the column web and flanges with three-eighths inch partial joint penetration welds with reinforced fillets. Weld access holes are detailed at the beam flanges, and protected zones are designated along the beam span.

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