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// CODE SNIPPET

1810.3.3.1.5 Uplift Capacity of a Single Deep Foundation Element

Building Code 2015 of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.3 Determination of Allowable Loads > 1810.3.3.1 Allowable Axial Load > 1810.3.3.1.5 Uplift Capacity of a Single Deep Foundation Element
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Where required by the design, the uplift capacity of a single deep foundation element shall be determined by an approved method of analysis based on a minimum factor of safety of three or by load tests conducted in accordance with ASTM D3689. The maximum allowable uplift load shall not exceed the ultimate load capacity as determined in Section 1810.3.3.1.2, using the results of load tests conducted in accordance with ASTM D3689, divided by a factor of safety of two.
Exception: Where uplift is due to wind or seismic loading, the minimum factor of safety shall be two where capacity is determined by an analysis and one and one-half where capacity is determined by load tests.

Related Code Sections


1810.3.3.1.5 Soils and Foundations, Uplift Capacity of a Single Deep Foundation Element
Where required by the design, the uplift capacity of a single deep foundation element shall be determined by an approved method of analysis based ...
Building Code 2015 of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.3 Determination of Allowable Loads > 1810.3.3.1 Allowable Axial Load > 1810.3.3.1.5 Uplift Capacity of a Single Deep Foundation Element
1810.3.3.1.5 Soils and Foundations, Uplift Capacity of a Single Deep Foundation Element
Where required by the design, the uplift capacity of a single deep foundation element shall be determined by an approved method of analysis based ...
2020 Building Code of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.3 Determination of Allowable Loads > 1810.3.3.1 Allowable Axial Load > 1810.3.3.1.5 Uplift Capacity of a Single Deep Foundation Element
Section 1810 Soils and Foundations, Deep Foundations
Where required by the design, the uplift capacity of a single deep foundation element ...
Building Code 2015 of New York State > 18 Soils and Foundations > 1810 Deep Foundations
1810.3 Soils and Foundations, Design and Detailing
required by the design, the uplift capacity of a single deep foundation element shall be determined by an approved method of analysis based on a minimum ...
Building Code 2015 of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing
1810.3.3.1.6 Soils and Foundations, Uplift Capacity of Grouped Deep Foundation Elements
For grouped deep foundation elements subjected to uplift, the allowable working uplift load for the group shall be calculated by a generally accepted ...
Building Code 2015 of New York State > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.3 Determination of Allowable Loads > 1810.3.3.1 Allowable Axial Load > 1810.3.3.1.6 Uplift Capacity of Grouped Deep Foundation Elements
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