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9.7.4.1
External tendons shall be attached to the member in a manner that maintains the specified eccentricity between the tendons and the concrete centroid through the full range of anticipated member deflections.
9.7.4.2
If nonprestressed reinforcement is required to satisfy flexural strength, the detailing requirements of 9.7.3 shall be satisfied.
9.7.4.3 Termination of Prestressed Reinforcement
9.7.4.3.1
Post-tensioned anchorage zones shall be designed and detailed in accordance with 25.9.
9.7.4.3.2
Post-tensioning anchorages and couplers shall be designed and detailed in accordance with 25.8.
9.7.4.4 Termination of Deformed Reinforcement in Beams With Unbonded Tendons
9.7.4.4.1
Length of deformed reinforcement required by 9.6.2.3 shall be in accordance with (a) and (b):
(a) At least ā„“n/3 in positive moment areas and be centered in those areas
(b) At least ā„“n/6 on each side of the face of support in negative moment areas

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