3107F.2.9 Concrete Pile Caps With Concrete Deck
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].