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What is NYC BC § 1811.7.4?

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This section specifies the dimensional requirements for structural steel pipe piles driven open-ended, including minimum outside diameter and cross-sectional area to resist energy from installation hammers. It also addresses the use of wave equation analysis for evaluating structural integrity. Applies to building owners involved in deep foundation installations.

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

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1811.7.4 Dimensions of structural steel pipe piles.

BC § 1811.7.4

Structural steel pipe piles driven open ended shall have a nominal outside diameter of not less than 8 inches (203.2 mm). The pipe shall have a minimum of 0.34 square inches (219.4 mm 2 ) of steel in cross section to resist each 1,000 foot-pounds (1356 N×m) of energy from the hammer used to install deep foundation elements or the equivalent strength for steels having a yield strength greater than 35,000 psi (241.3 MPa), or the wave equation analysis shall be permitted to be used to assess compression stresses induced by driving to evaluate if the structural steel pipe pile section is appropriate for the selected hammer. Where pipe wall thickness less than 0.188 inch (4.8 mm) is driven open ended, a suitable cutting shoe shall be provided.

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