Document: NUREG-0800
Document ID: 808cea66-69b8-4f91-9fb2-62b3b99bc87a
Document Type: srp
Title: NUREG-0800
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340579.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3
CFR Part: 
CFR Title: 

Content:
ensurate with its safety function to be performed by meeting the guidelines of Regulatory Guides and industry standards indicated below. 2. The applicant has met the requirements of GOC 2 by designing the containment internal structure to withstand the most severe earthquake that has been established for the site with sufficient margin and the 3.8.3-30 Rev. 1 - July 1981 - - - combinations of the effects of normal and accident conditions with the effects of environmental loadings such as earthquakes and other natural phenomena. 3. The applicant has met the requirements of GDC 4 by assuring that the design of the internal structures are capable of withstanding the dynamic effects associated with missiles, pipe whipping and discharging fluids. 4. The applicant has met the requirements of GDC 5 by demonstrating that structure systems and components are not shared between units or that if shared they have demonstrated that sharing will not impair their ability to perform their intended safety function. 5. The applicant has met the requirements of GDC 50 by designing the containment internal structures to accommodate, with sufficient margin, the design leakage rate, calculated pressure and temperature conditions resulting from accident conditions and by assuring that the design conditions are not exceeded during the full course of the accident condition. In meeting these design requirements, the applicant has used the recommendations of Regulatory Guides and industry standards indicated below. The applicant has also performed appropriate analysis which demonstrate the ultimate capacity of the structures will not be exceeded and establishes the minimum margin of safety for the design. The criteria used in the design, analysis, and construction of the containment internal structures to account for anticipated loadings and postulated conditions that may be imposed during the structures during their service lifetime are in conformance with established criteria, and with