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// CODE SNIPPET

1812.9 Steel Shell

2010 Building Code of NY > 18 Soils and Foundations > 1812 Pier Foundations > 1812.9 Steel Shell
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Where concrete piers are entirely encased with a circular steel shell, and the area of the shell steel is considered reinforcing steel, the steel shall be protected under the conditions specified in Section 1808.2.17. Horizontal joints in the shell shall be spliced to comply with Section 1808.2.7.

Related Code Sections


1812.9 Soils and Foundations, Steel Shell
Where concrete piers are entirely encased with a circular steel shell, and the area of the shell steel is considered reinforcing steel, the steel ...
2010 Building Code of NY > 18 Soils and Foundations > 1812 Pier Foundations > 1812.9 Steel Shell
1810.5.3 Soils and Foundations, Installation
Steel shells shall be mandrel driven their full length in contact with the surrounding soil. The steel shells shall be driven in such order ...
2010 Building Code of NY > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Pile Foundations > 1810.5 Steel-Cased Piles > 1810.5.3 Installation
1915.4 Concrete, Reinforcement
) to the exterior steel shell. Structural shapes used as reinforcement shall be milled to ensure bearing on cap and base plates ...
2010 Building Code of NY > 19 Concrete > 1915 Concrete-Filled Pipe Columns > 1915.4 Reinforcement
1810.5.2 Soils and Foundations, Allowable Stresses
). The thickness of the steel shell shall not be less than manufacturer's standard gage No. 14 gage (0.068 inch ...
2010 Building Code of NY > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Pile Foundations > 1810.5 Steel-Cased Piles > 1810.5.2 Allowable Stresses
1810.5.4 Soils and Foundations, Reinforcement
Reinforcement shall not be placed within 1 inch (25 mm) of the steel shell. Reinforcing shall be required for unsupported pile lengths or where ...
2010 Building Code of NY > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Pile Foundations > 1810.5 Steel-Cased Piles > 1810.5.4 Reinforcement
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