Structural · S-5E7S6

Top-Of-Column Detail For Two Sided Connection

Materials

Elements

About this detail

A top-of-column connection configuration has two beams framing into a column with a cap plate of thickness T2 and a cover plate. The assembly includes typical fillet welds designated as W2, specified edge distances e, and dimensioned bolt spacings C1, C2, C4, C5, and C6 relative to the beam depth. Shear plates and bridge plates are omitted at the top flange level per structural notes. Reference is made to connection schedule detail 9/S4.33, plate and beam end schedule detail 9/S4.34, and holdback detail 8/S4.35 for complete dimensional requirements.

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