Structural · A-MFXQ7

Typical Moment Connection to Tower Cap Plate

Materials

Steel

Elements

Beams Connections / Plates

Connections

Welded Connection

About this detail

A structural steel girder connects to a vertical column member via an extended wide-flange girder connection with a 3/4" minimum bottom flange plate. The joint features complete joint penetration welds at top and bottom, with magnetic particle and ultrasonic testing requirements specified. Additional continuity plates and stiffeners are provided at the column cap per the grid 7/15 tower cap plate design. Fillet welds of 1/4 inch secure the shear tab and connection elements as indicated.

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