Structural · S-BM7HW

Beam to Column Collector Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

HSS Connection Beam-to-Column Beam-to-Beam Welded Connection Bolted Connection

About this detail

This structural steel connection details framing conditions at a hollow structural section column using knife plates welded to framing members and bolted with high-strength bolts sized per plan. A half-inch cap plate tops the continuous column where it occurs, maintaining a typical one-inch maximum clearance. Beams frame into the column flanges with typical bolt spacings of four inches horizontally and three inches vertically. Fillet welds join the connecting elements with sizes referenced to structural schedules.

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