Structural · S-WV63F

Post-Tensioned Concrete Beam to Column Connection Detail

Materials

Concrete Steel

Elements

Columns Beams Floors / Slabs Expansion / Control Joints Anchors / Embeds Reinforcing

Connections

Base Plate / Anchorage Rebar Splice / Development

About this detail

The intersection between a post-tensioned concrete beam and a concrete column sized per plan. Column ties continue vertically through the beam-column joint, supplemented by additional ties placed at the top and bottom of the anchor plates. Vertical anchorages with approximately five inches on center spacing are placed in the column core, backed by two number four backup bars running each way. Support bars for the beam tendons tie directly into the column bars or stirrups. Minimum two tendons run continuously through the column core, while top and bottom reinforcing bars hook at the slab edge with a twelve to fourteen inch stress tail typical.

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