Structural · S-93FFW

Non-Moment Beam Connection Schedule & Details

Materials

Elements

Connections

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

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Structural steel non-moment connections include two-sided beam-to-beam, one-sided beam-to-beam, and beam-to-column flange configurations utilizing welded shear tabs and 7/8-inch diameter A325N bolts. The accompanying non-moment beam connection schedule provides specific plate thicknesses, weld sizes ranging from 1/4 inch to 3/8 inch, and LRFD vertical load capacities for beam sizes spanning from W8 up to W40. Notes permit ASTM F1852 twist-off tension control bolts as substitutes and outline requirements for short slotted holes, edge distances, and two-row bolt spacing per AISC specifications.

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