Structural · S-36MKG

Typical Concrete Column (SDC D, E, F)

Materials

Concrete Reinforced Concrete Timber / Wood

Elements

Columns Beams Floors / Slabs Foundations / Footings Expansion / Control Joints Reinforcing

Connections

Rebar Splice / Development

About this detail

A typical reinforced concrete column elevation features seismic tie spacing and vertical reinforcement splice requirements for seismic design categories D, E, and F. The column extends from the top of the footing through intermediate levels to the top level, utilizing special ductile quality vertical reinforcing bars sized per the concrete column schedule. Confinement ties are designated as location one within the critical seismic zones and location two elsewhere, with specific spacing parameters determined by the maximum column dimension and clear height ratios. Splices for vertical reinforcing bars occur above floor levels in accordance with typical concrete column reinforcement splice details.

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