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// CODE SNIPPET

1810.1.2.1 Reinforcement in Seismic Design Category C

2010 Building Code of NY > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Pile Foundations > 1810.1 General > 1810.1.2 Reinforcement > 1810.1.2.1 Reinforcement in Seismic Design Category C
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Where a structure is assigned to Seismic Design Category C in accordance with Section 1613, the following shall apply. A minimum longitudinal reinforcement ratio of 0.0025 shall be provided for uncased cast-in-place concrete drilled or augered piles, piers or caissons in the top one-third of the pile length, a minimum length of 10 feet (3048 mm) below the ground or that required by analysis, whichever length is greatest. The minimum reinforcement ratio, but no less than that ratio required by rational analysis, shall be continued throughout the flexural length of the pile. There shall be a minimum of four longitudinal bars with closed ties (or equivalent spirals) of a minimum 3/8 inch (9 mm) diameter provided at 16-longitudinal-bar diameter maximum spacing. Transverse confinement reinforcement with a maximum spacing of 6 inches (152 mm) or 8-longitudinal-bar diameters, whichever is less, shall be provided within a distance equal to three times the least pile dimension of the bottom of the pile cap.

Related Code Sections


1810.1.2.1 Soils and Foundations, Reinforcement in Seismic Design Category C
Where a structure is assigned to Seismic Design Category C in accordance with Section 1613, the following shall apply. A minimum longitudinal ...
2010 Building Code of NY > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Pile Foundations > 1810.1 General > 1810.1.2 Reinforcement > 1810.1.2.1 Reinforcement in Seismic Design Category C
1810.3.8.3.2 Soils and Foundations, Seismic Reinforcement in Seismic Design Category C
For structures assigned to Seismic Design Category C, precast prestressed piles shall have transverse reinforcement in accordance with this section ...
2020 Building Code of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.8 Precast Concrete Piles > 1810.3.8.3 Precast Prestressed Piles > 1810.3.8.3.2 Seismic Reinforcement in Seismic Design Category C
1810.3.9.4.1 Soils and Foundations, Seismic Reinforcement in Seismic Design Category C
For structures assigned to Seismic Design Category C, cast-in-place deep foundation elements shall be reinforced as specified in this section ...
Building Code 2015 of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.9 Cast-In-Place Deep Foundations > 1810.3.9.4 Seismic Reinforcement > 1810.3.9.4.1 Seismic Reinforcement in Seismic Design Category C
1809.2.2.2.1 Soils and Foundations, Seismic Reinforcement in Seismic Design Category C
Where a structure is assigned to Seismic Design Category C in accordance with Section 1613, the following shall apply. Longitudinal reinforcement ...
2010 Building Code of NY > 18 Soils and Foundations > 1809 Driven Pile Foundations > 1809.2 Precast Concrete Piles > 1809.2.2 Precast Nonprestressed Piles > 1809.2.2.2 Minimum Reinforcement > 1809.2.2.2.1 Seismic Reinforcement in Seismic Design Category C
2111.4 Masonry, Seismic Reinforcement
In structures assigned to Seismic Design Category A or B, seismic reinforcement is not required. In structures assigned to Seismic Design Category ...
2020 Building Code of New York State > 21 Masonry > 2111 Masonry Fireplaces > 2111.4 Seismic Reinforcement
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