Document: NUREG-0800
Document ID: d4d0e6e4-7a83-4668-8394-54672bdc0bc4
Document Type: srp
Title: and 3.2.2.
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340575.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.2.1
CFR Part: 
CFR Title: 

Content:
ied as unacceptable and this Information is transmitted to the applicant for further consideration. 3.8.1-13 Rev. 1 -. July 1981 4. Design and Analysis Procedures The reviewer assures himself that the applicant has committed to utilize design and analysis procedures delineated in Article CC-3000 of the Code. Any exceptions to these procedures are reviewed and evaluated on a case-by-case basis. In particular, the areas of review contained in subsection II.4 of this SRP section are evaluated for conformance with the acceptance criteria. 5. Structural Acceptance Criteria The limits on allowable stresses and strains in the concrete, reinforcement, liner plate and its anchors, and in components of the prestressing system, if any, are reviewed and compared with the acceptable limits referenced in sub- section II.5 of this SRP section. Where the applicant proposes to exceed some of these limits for some of the load combinations and at some localized points on the structure, the Justification, provided to show that the structural integrity of the containment will not be affected, is reviewed. If such justification is unacceptable, the applicant is required to submit additional justification or otherwise comply with the acceptance criteria delineated in subsection II.5 of this SRP section. 6. Materials. Quality Control, and Special Construction Techniques *The information provided on materials, quality control programs, and special construction techniques, if any, is reviewed and compared with that referenced in subsection II.6 of this SRP section. If a material not used in previously licensed applications is utilized, the applicant is requested to provide sufficient test and user data to establish the acceptability of the material. Similarly, any new quality control programs or construction techniques are reviewed and evaluated to assure that there will be no degradation of struc- tural quality that might affect the structural integrity of the containment, the liner plate,