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What is NYC BC § 1815.4.5?

Quick Answer

This section outlines the structural design requirements for anchors, including load combinations and standards from PTI DC35.1. It specifies that anchor tendons do not contribute to sliding resistance and emphasizes the need to account for long-term effects on prestress. Applies to building owners involved in structural design and construction.

General informational summary. Not legal advice for your situation. Consult an attorney before acting on any specific matter.

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1815.4.5 Structural aspects.

BC § 1815.4.5

1.Anchors design loads shall be based upon the load combinations specified in Section 1605.3.

2.Anchor design, lock-off, and test loads shall be in accordance with PTI DC35.1.

3.The cross section of the anchor tendons shall not be considered to contribute to the sliding or lateral resistance of any foundation element by means of shear friction.

4.Anchor design and lock-off loads shall consider the effects of long-term creep or changes in prestress resulting from deformation.

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