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What is NYC BC § 1814.8?

Quick Answer

This section requires a structural analysis to ensure that a helical pile shaft can resist transmitted moments with acceptable deflection. The statute is relevant to structural engineers and building owners involved in construction projects utilizing helical piles.

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

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1814.8 Shaft flexural capacity.

BC § 1814.8

Where a moment is transmitted to a single helical pile, a structural analysis shall be conducted to verify that the shaft is capable of resisting the moment with acceptable deflection.

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