Structural · S-VPG9W

Reinforced Concrete Column Special Reinforcement Zone and Slab Junction

Elements

Columns Beams Roofs Floors / Slabs Reinforcing

Connections

About this detail

A reinforced concrete column frames into intermediate floor and roof slabs, featuring special transverse reinforcement zones at the column-slab junctions. Grade 60 or Grade 80 steel ties are spaced closely at three inches on center within the designated special reinforcement zones above and below the floor plates, transitioning to scheduled tie spacing through the middle column height. General notes specify minimum tie requirements through beams, specific tie counts for twenty-six-inch diameter columns, and strict lap splice restrictions that mandate placing splices within the middle half of the column unless using Type 2 mechanical splices. Three inches of concrete cover is maintained around the longitudinal reinforcing bars.

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