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1810.3.8.3.4 Axial Load Limit in Seismic Design Categories C Through F
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For structures assigned to Seismic Design Category C, D, E, or F, the maximum factored axial load on precast prestressed piles subjected to a combination of seismic lateral force and axial load shall not exceed the following values:
- 0.2f 'c Ag for square piles
- 0.4f 'c Ag for circular or octagonal piles
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