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NYC Administrative Code

§ 27-671 — Eccentricities.

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What is NYC AC § 27-671?

Quick Answer

This section addresses the investigation of eccentricity of loading in foundations and retaining walls. It mandates that maximum soil pressure or pile load must remain within safe capacity, as defined in related articles. The Department of Buildings is the enforcing agency. Applies to building owners responsible for foundation design and safety.

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

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§ 27-671 Eccentricities.

AC § 27-671

Eccentricity of loading in foundations, including eccentricity of loading on the bases of retaining walls, shall be investigated and the maximum soil pressure or pile load (considering eccentricity) shall be kept within the safe capacity thereof as established in articles four and eight of this subchapter. Soil pressure and pile load due to eccentricity shall be computed on the basis of straight line distribution of foundation reaction. However, other modes of distribution of the foundation reaction may be assumed, subject to the approval of the commissioner, if it can be demonstrated that the pile and/or soil is capable of sufficient plastic deformation to develop such mode of distribution without failure.

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