Structural · S-MEZDN

Typical Concrete Coupling Beam Reinforcement Section

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A reinforced concrete coupling beam section features a typical thirty-six-inch depth. The assembly incorporates continuous number five bars at each crosstie, vertical stirrups with alternating consecutive ninety-degree hooks, and interior reinforcing bars designated as 'a'. Crossties are spaced per the crosstie reinforcement schedule to match the vertical stirrups, with a maximum spacing of eight inches between stirrup legs and crossties. Clearances measure two and a half inches on each side and one and a half inches top and bottom, with number five top and bottom bars at each corner of the beam and at each vertical stirrup hook. A mechanical terminator may be provided in lieu of a hook at the contractor's option, while slab reinforcement is omitted from this view.

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