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3107F.2.9 Concrete Pile Caps With Concrete Deck
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For new pile caps and deck, Level 1 seismic performance shall utilize the design methods in ACI 318 [7.7]; Level 2 seismic performance shall be limited to the following strains:
Deck/pile cap: | εc ≤ 0.005 |
Reinforcing steel tension strain: | εS ≤ 0.01 |
Concrete components for all nonseismic loading combinations shall be designed in accordance with ACI 318 [7.7].
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