Structural · S-JGTGY

Beam To Column Connection Details

Materials

Metal (misc.)

Elements

Columns Beams Roofs Connections / Plates

Connections

Beam-to-Column Beam-to-Beam Welded Connection

About this detail

These structural steel details illustrate beam-to-column web and flange connections with typical half-inch and five-eighths-inch top and bottom stiffener plates matched to the beam flanges. Section A-A and Section B-B show welded shear plates connected to the column profile, with weld sizes specified as quarter-inch and five-sixteenths-inch fillet welds on three sides. Horizontal stiffener plates are welded to the column to match the beam flange, with a minimum thickness of half an inch. Complete-joint-penetration groove welds are specified at the top and bottom flanges where indicated, alongside typical beam connection schedules for shear plates, welds, and fasteners.

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