Structural · S-6D6CA

Multi-Span Post-Tension Beam

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Multi-span post-tensioned concrete beam layout detailing continuous top and bottom reinforcing bars with standard ninety-degree hooks, stirrups sized per plan and schedule, and profiled post-tensioning tendons. Additional reinforcing is placed at lengths of clear span divided by three and six typical, with staggered terminated tendons twelve inches apart. Inflection points and center of gravity of steel profile dimensions are indicated at spans of clear span divided by ten and four. Stressing ends feature anchorages embedded in the concrete cross-section.

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