Structural · S-K55C8

Typical Tie-Back Anchor and Pedestal at Steel Column

Materials

Elements

Columns Beams Roofs Decks Anchors / Embeds Reinforcing

About this detail

A typical tie-back anchor and pedestal connection occurs at a structural steel column supporting a concrete on steel deck roof. A davit post connects to the steel beam by others with a maximum two-foot extension. A three-quarter-inch plate is fitted to the flanges, matching the flange width on three sides with typical five-sixteenths and three-eighths fillet welds. Roof beams feature a type C3 connection at the steel column, which is sized per the structural column schedule. The top of steel elevation is referenced to the plan, and design loads are assumed per sheet S1.05.

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