3107F.2.5.6 Component Acceptance/Damage Criteria
The maximum allowable concrete strains may not exceed the ultimate values defined in Section 3107F.2.5.5. The following limiting values (Table 31F-7-5) apply for each performance level for both existing and new structures. The "Level 1 or 2" refer to the seismic performance criteria (see Section 3104F.2.1).
For all non-seismic loading combinations, concrete components shall be designed in accordance with the ACI 318 [7.7] requirements.