Structural · S-QMFBC

Splice at Same Column Size

Elements

Columns Beams Floors / Slabs Reinforcing

Connections

About this detail

Vertical reinforcement bars are spliced within a reinforced concrete column at a floor slab, slab band, drop panel, or beam intersection using a compression splice unless noted otherwise. The lower column bars are cranked with a maximum slope of 1:6 and a maximum offset of seventy-five millimeters or three inches, with the crank starting at the top of the slab. Two extra ties are placed at the offset. Tie spacing transitions to full spacing outside the immediate intersection zone, with two spaces at seventy-five millimeters or three inches provided above and below the slab boundary.

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