Structural · S-5ZCJW

Thermal Break at Discontinuous Column

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Shear Tab / Single Plate Welded Connection Bolted Connection

About this detail

A thermal break connection occurs at a discontinuous W10 column per plan. A three-quarter-inch thick maximum thermal break is sandwiched between a one-and-one-quarter-inch column base plate and matching plates with a finished surface provided for bearing. Flange extension plates are welded to the column flanges using complete joint penetration welds, with additional stiffener plates sized per plan on near and far sides aligned with the column flanges. Four seven-eighth-inch diameter bolts connect the plate assembly on each side, supplemented by interconnecting beam shear tabs where required.

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