Structural · S-CF6RZ

Moment Connection Details for Non-Frames at Column Web and Flange

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

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

About this detail

These structural steel details illustrate beam-to-column connections for non-moment frames with differing beam depths at both the column web and flange. The connections utilize a bolted shear tab for the web, with the shear tab thickness specified as the beam web thickness plus one-quarter inch. Top and bottom beam flanges are connected using continuity plates top and bottom, with plate thicknesses designated as TF1 and TF2, utilizing the larger of the two when applicable. Edge distances and bolt spacings follow AISC specifications, and a second row of bolts is added as required per plan. Specific notes indicate that if the clearance is less than three inches, continuity plates are omitted on that side or the bottom plate is sloped as shown.

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