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:
s, and restrictions (e.g., interface requirements and site parameters). For a COL application referencing a DC, a COL applicant must address COL action items (referred to as COL license information in certain DCs) included in the referenced DC. Additionally, a COL applicant must address requirements and restrictions (e.g., interface requirements, site parameters, and permit conditions) included in the referenced DC. Review Interfaces Other SRP sections interface with this section as follows: 1. Determination of structures which are subject to quality assurance programs in accordance with the requirements of 10 CFR Part 50, Appendix B is performed in accordance with SRP Sections 3.2.1 and 3.2.2. The review of safety-related structures is performed on that basis. 2. Determination of pressure loads from high-energy lines located in safety-related structures is performed in accordance with SRP Section 3.6.1. The loads thus 3.8.1-8 Revision 4 - September 2013 generated are accepted for inclusion in the load combination equations of this SRP section. 3. 10 CFR Part 50, Appendix A, General Design Criterion (GDC) 4, allows the exclusion of dynamic effects of pipe ruptures, if analyses (i.e., leak-before-break analyses) demonstrate that the probability of rupture is extremely low. For containment design, the applicability of these analyses is limited to localized effects only. The review of those applications that propose to eliminate consideration of design loads associated with the dynamic effects of pipe rupture is performed in accordance with guidance provided in SRP Section 3.6.3. 4. Determination of loads generated because of pressure under accident conditions is performed in accordance with guidance provided in SRP Section 6.2.1. The loads thus generated are accepted for inclusion in the load combinations in this SRP section. 5. The organization responsible for quality assurance performs reviews of design, construction, and operations phase quality assurance programs