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What is NYC BC § 1810.7.1?

Quick Answer

This section addresses the lateral support requirements for deep foundations, stating that soil with shear strength provides sufficient support to prevent buckling. The design of deep foundations must adhere to accepted engineering practices and relevant code provisions. Applies to building owners involved in foundation 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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1810.7.1 Buckling of deep foundations.

BC § 1810.7.1

Any soil other than soil with no shear strength shall be deemed to afford sufficient lateral support to the deep foundation to prevent buckling and to permit the design of the deep foundation in accordance with accepted engineering practice and the applicable provisions of this code.

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