Document: NUREG-0800
Document ID: 2768345e-44b7-48d8-bfa7-69652aa4faa8
Document Type: srp
Title: CONCRETE CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1319/ML13198A245.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
ich is available in SARs and amendments of previous license applications, enables identification of differences for the case under review. These differences require additional scrutiny and evaluation. New and unique features are evaluated and examined in greater detail for acceptability. The reviewer evaluates the information furnished in the SAR for completeness in accordance with RG 1.70 for a CP or an OL (for applications submitted in accordance with 10 CFR Part 50) or RG 1.206 for a DC or a COL (for application submitted in accordance with 10 CFR Part 52). 2. Applicable Codes, Standards, and Specifications. The reviewer checks the list of codes, standards, guides, and specifications against the list in Subsection II.2 of this SRP section. The reviewer verifies that the applicant has used the appropriate code, standard, or guide and the applicable edition and stated effective addenda. 3. Loads and Loading Combinations. The reviewer verifies that the loads and load combinations, as described by the applicant, are consistent with those referenced in Subsection II.3 of this SRP section. The reviewer treats loading conditions that are unique to the site, such as potential aircraft crashes, and that are not specifically covered in SRP Subsection II.3, on a case-by-case basis. Any deviations from the acceptance criteria for loads and load combinations should be adequately justified are identified. 4. Design and Analysis Procedures. The reviewer verifies that the applicant has committed to use the design and analysi procedures delineated in Article CC-3000 of the ASME Code, with additional guidance provided by RG 1.136 (see Subsection II.3 of this SRP section). The reviewer evaluates any exceptions to these procedures on a case-by-case basis. The areas of review are evaluated for conformance with acceptance criteria contained in Subsection II.4 of this SRP section. 5. Structural Acceptance Criteria. The reviewer examines the limits on allowable stresses and strains in