Structural · S-WY77Z

Cantilevered Beam Connection at Column

Materials

Concrete Metal (misc.)

Elements

Columns Beams Roofs Decks Connections / Plates

Connections

Welded Connection Bolted Connection

About this detail

This structural connection detail shows steel beams framing into a steel column with a concrete slab over metal floor deck on one side and a metal roof deck on the other. The connection utilizes a web plate sized at one-half the beam web thickness plus one-eighth inch using 50 ksi steel, secured with three seven-eighths inch diameter erection bolts on each side. Complete joint penetration welds connect the beam top and bottom flanges to the column flange with field weld symbols. Stiffener plates sized greater than the beam flange thickness plus one-eighth inch are welded with five-sixteenths inch fillets and one-inch returns. A metal roof deck occurs where specified, and concrete fill tops the metal floor deck adjacent to the column.

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