Document: NUREG-0800
Document ID: 97042a9a-9f44-4236-9cce-9d73fdf3fef0
Document Type: srp
Title: STEEL CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340577.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.2
CFR Part: 
CFR Title: 

Content:
are thus examined in greater detail. The information furnished in the.SAR is reviewed for completeness in accordance with the "Standard Format..." (Ref. 3). A decision is then made with regard to the sufficiency of the descriptive information provided. Any additional required information not provided is requested from the applicant at an early stage of the review process. 3.8.2-13 Rev. 1 - July 1981 2. Applicable Codes, Standards, and Specifications The list of codes, standards, guides, and specifications is checked against the list in subsection 11.2 of this SRP section. The reviewer assures himself that the applicable edition and effective addenda are utilized. 3. Loads and Loading Combinations The reviewer verifies that the loads and load combinations are as conserva- tive as those specified in subsection II.3 of this SRP section. Loading conditions that are unique and not specifically covered in subsection II.3, are treated on a case-by-case basis. Any deviations from the acceptance criteria for loads and load combinations that have not been adequately justified are identified as unacceptable and transmitted to the applicant for further consideration. 4. Design and Analysis Procedures The reviewer assures himself that the applicant is committed to the design and analysis procedures delineated in Article NE-3000 of Subsection NE of the Code, Section III, Division 1. Any exceptions to these procedures are reviewed and evaluated on.a case-by-case basis. In particular, the areas of review contained in subsection 1.4 of this SRP section are evaluated for conformance with the acceptance criteria, and the reviewer assures that the provisions of subsection II.4 of this SRP section are met. 5. Structural Acceptance Criteria The limits on allowable stresses in the steel shell and its components -are reviewed and compared with the acceptable limits specified in subsection 11.5 of this SRP section. Where the applicant proposes to exceed some of these limits for some of the