Structural · S-74DZC

Typical Coupling Beam Type 1 Section

Elements

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A typical reinforced concrete coupling beam section incorporates top and bottom longitudinal reinforcement and stirrup S1 ties. Alternate consecutive crossties feature 90-degree hooks enclosing the vertical reinforcement. Side skin reinforcement rules apply when the total beam depth exceeds thirty-six inches by adding number four bars at nine inches maximum spacing each side. Clear cover dimensions are specified for top, bottom, and each side face of the concrete section.

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