Document: NUREG-0800
Document ID: ab4f353d-c299-479d-ab25-834f97196988
Document Type: srp
Title: CONCRETE AND STEEL INTERNAL STRUCTURES OF STEEL OR CONCRETE
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070326.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.3
CFR Part: 
CFR Title: 

Content:
in this SRP 58 section. D. The review for quality assurance is coordinated and performed by the Quality Assurance BranchQuality Assurance and Maintenance Branch (HQMB) as part of its primary 59 review responsibility for SRP Section 17.0Chapter 17.60 E. General Design Criterion 4 allows the exclusion of dynamic effects of pipe ruptures if analyses (i.e., leak-before-break analyses) demonstrate the probability of rupture is extremely low. For containment design, the applicability of these analyses is limited to localized effects only. The Materials and Chemical Engineering Branch (EMCB) performs a review of those applications that propose to eliminate consideration of design loads associated with the dynamic effects of pipe rupture, as part of its primary review responsibility for SRP Section 3.6.3 (to be developed). 61 For those areas of review identified above as being reviewed as part of the primary review responsibility of other branches, the acceptance criteria necessary for the review and their methods of application are contained in the referenced SRP sections of the corresponding primary branch.62 II. ACCEPTANCE CRITERIA SEBThe ECGB acceptance criteria for the design of the containment and containment internal 63 structures are based on meeting the relevant requirements of the following regulations: 3.8.3-15 DRAFT Rev. 2 - April 1996 A. 10 CFR Part 50.55a and General Design Criterion 1 (GDC 1), as they relate to the 64 containment and structures being designed, fabricated, executed, and tested to quality standards commensurate with the importance of the safety function to be performed. B. General Design Criterion 2 (GDC 2), as it relates to the design of the containment and 65 containment internal structures being capable to withstand the most severe natural phenomena such as wind, tornadoes, floods, and earthquakes and the appropriate combination of all loads. C. General Design Criterion 4 (GDC 4), as it relates to the containment and containment 66 internal