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3107F.2.8.2 Nonordinary Batter Piles

Los Angeles Building Code > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles > 3107F.2.8 Batter Piles > 3107F.2.8.2 Nonordinary Batter Piles
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For the case of a plugged batter pile system, an appropriate displacement force relationship considering plug friction may be used in modeling the structural system.

For fused and seismic release mechanism batter pile systems, a nonlinear modeling procedure shall be used and peer reviewed (Section 3108F.8.2).

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Related Code Sections


3107F.2.8.2 [SLC] Marine Oil Terminals, Nonordinary Batter Piles
For the case of a plugged batter pile system, an appropriate displacement force relationship considering plug friction may be used in modeling ...
Los Angeles Building Code > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles > 3107F.2.8 Batter Piles > 3107F.2.8.2 Nonordinary Batter Piles
3104F.4.7 [SLC] Marine Oil Terminals, Batter Piles
Batter piles primarily respond to earthquakes by developing large axial compression or tension forces. Bending moments are generally of secondary ...
Los Angeles Building Code > 31F [SLC] Marine Oil Terminals > 3104F Seismic Analysis and Structural Performance > 3104F.4 General Analysis and Design Requirements > 3104F.4.7 Batter Piles
3105F.4.2 [SLC] Marine Oil Terminals, Berthing Energy Capacity
into account when performing the analysis. When batter piles are present, the fender system typically absorbs most of the berthing energy. This can ...
Los Angeles Building Code > 31F [SLC] Marine Oil Terminals > 3105F Mooring and Berthing Analysis and Design > 3105F.4 Berthing Analysis and Design > 3105F.4.2 Berthing Energy Capacity
1810.3.11 Soils and Foundations, Pile Caps
exceed the column flexural strength. The connection between batter piles and pile caps shall be designed to resist the nominal strength of the pile ...
Los Angeles Building Code > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.11 Pile Caps
1810.3.11.2 Soils and Foundations, Seismic Design Categories D Through F
flexural strength. The connection between batter piles and pile caps shall be designed to resist the nominal strength of the pile acting as a short column ...
Los Angeles Building Code > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.11 Pile Caps > 1810.3.11.2 Seismic Design Categories D Through F
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