Structural · S-VTWSA

Typical Sfrs Collector Connector

Materials

Steel

Elements

Beams Roofs Connections / Plates

Connections

Welded Connection Bolted Connection

About this detail

A structural steel beam-to-column connection features a steel column supporting steel beams on opposing sides. The connection utilizes a shear plate welded to the column and fastened to the beam web with three seven-eighths inch diameter erection bolts, reduced to two for W8 or W10 shapes. Plate thickness is sized to match the beam web thickness plus one-eighth inch. Stiffener plates welded to the column flanges are sized to the greater beam flange thickness plus one-eighth inch using fifty ksi steel. Complete joint penetration welds are specified at the top and bottom flanges, including specific weld access holes and five-sixteenths inch fillet welds on three sides. Additional complete joint penetration welds are required at the bottom flanges for designated drag members indicated on the framing plans.

Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.

Start membership

Similar details