Structural · S-MVEVP

Typical Channel Chord Tie Detail

Materials

Steel

Elements

Beams Roofs Connections / Plates Reinforcing

Connections

Rebar Splice / Development

About this detail

A continuous bottom plate measuring three-sixteenths of an inch by ten inches is positioned beneath the steel joists, with a bend applied at the joist locations as required. A channel chord tie, sized per plan, is welded above with a three-eighths-inch by twelve-inch by zero-foot-two-and-a-half-inch strap plate centered over the splice, featuring one-quarter-inch typical fillet welds. A one-half-inch by twelve-inch by one-foot-zero-inch splice plate connects the lower assembly with one-eighth-inch typical fillet welds. Additional section views illustrate the ridge and valley conditions with specific three-sixteenths-inch weld sizes spaced at three-twelfths.

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