Structural · S-FEH2A

Moment Connection Details for Non-Frames

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 web and flange moment connections for members with different beam depths. The assembly incorporates a bolted shear tab on the beam web, sized to the beam web thickness plus one-quarter inch, with number and size of bolts and edge distances specified per plan and American Institute of Steel Construction standards. Top and bottom continuity plates are welded to the column flanges, with bottom plates sloped as required when flange offsets are less than three inches. Additional second rows of bolts are provided as required by structural plans, along with typical welding symbols for the continuity plates.

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