// CODE SNIPPET
1812.6 Pile Internal Stability to Resist Overturning and Translation
JUMP TO FULL CODE CHAPTER
Where bracket assemblies or structural eccentric forces cause bending, the resulting moment pile design shall ensure stability in accordance with Section 1808.2.5 and general engineering practice. Where side-mount brackets are used and a stability analysis indicates that there is insufficient internal stability to resist overturning and translation, helical piles shall be installed staggered or other means shall be designed to provide stability and prevent rotation of the foundation.
Related Code Sections
1812.6 Soils and Foundations, Pile Internal Stability to Resist Overturning and Translation
internal stability to resist overturning and translation, helical piles shall be installed staggered or other means shall be designed to provide stability ...
NYC Building Code 2014 > 18 Soils and Foundations > 1812 Helical Piles > 1812.6 Pile Internal Stability to Resist Overturning and Translation
Article 12 Foundations, Stability
Stability against overturning shall be provided by the dead load of the building, by the allowable uplift capacity of piling, by anchors ...
1605.1.1 Structural Design, Stability
Regardless of which load combinations are used to design for strength, where overall structure stability (such as stability against overturning ...
NYC Building Code 2014 > 16 Structural Design > 1605 Load Combinations > 1605.1 General > 1605.1.1 Stability
2305.3.6 Wood, Overturning Restraint
Where the dead load stabilizing moment in accordance with Chapter 16 allowable stress design load combinations is not sufficient to prevent uplift ...
NYC Building Code 2008 > 23 Wood > 2305 General Design Requirements for Lateral-Force-Resisting Systems > 2305.3 Design of Wood Shear Walls > 2305.3.6 Overturning Restraint