Document: NUREG-0800
Document ID: 7024eeeb-1819-4d56-9b72-fb63eab3836b
Document Type: srp
Title: and 3.9.3.
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1006/ML100620981.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.9.2
CFR Part: 
CFR Title: 

Content:
a for computer programs, consideration of concrete cracking, design reports, and the structural audit. As discussed in Subsection II.4.E of this SRP section, the use of modular construction methods is reviewed on a case-by-case basis using guidance provided in NUREG/CR-6486. 5. Structural Acceptance Criteria. The limits on allowable stresses and strains in the structural elements, including concrete, reinforcement, structural steel, and anchors, are compared with those specified in Subsection II.5 of this SRP section. The reviewer evaluates the justification provided to demonstrate that the functional integrity of the structure will not be affected, when the applicant proposes to exceed some of these limits for certain load combinations and at certain localized points on the structure. 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 specified in Subsection II.6 of this SRP section. For a new material that has not been used in prior license applications, the applicant is requested to provide sufficient test and user data to establish the acceptability of such a material. Similarly, the reviewer evaluates any new quality control programs or construction techniques to ensure that no degradation of structural quality that might affect the structural integrity of the structure will occur. 7. Testing and Inservice Surveillance Requirements. Procedures for the structural test of the BWR containment drywell are reviewed and compared with the procedures described in Subsection II.7 of this SRP section. Any other proposed testing and inservice surveillance programs are reviewed on a case-by-case basis. For containment internal structures, the reviewer verifies that structure monitoring and maintenance requirements are in accordance with 10 CFR 50.65 and RG 1.160. Any special design provisions (e.g., providing