Document: NUREG-0800
Document ID: 786da65a-4915-4af3-afb3-678b7df5bea7
Document Type: srp
Title: OTHER SEISMIC CATEGORY I STRUCTURES
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070327.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.4
CFR Part: 
CFR Title: 

Content:
s met the requirements of GDC 2 by designing the safety-related structures other than containment described in this section to withstand the most severe 88 earthquake that has been established for the site with sufficient margin and the 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 ensuring that the design 89 of the safety-related structures are such that they are capable of withstanding the 90 dynamic effects associated with missiles, pipe whipping, and discharging fluids. 4. The applicant has met the requirements of GDC 5 by demonstrating that structures, 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 Appendix B because the quality assurance program provides adequate measures for implementing guidelines relating to structural design audits. 6. The criteria used in the analysis, design, and construction of all the plant Category I 91 structures to account for anticipated loadings and postulated conditions that may be imposed upon each structure during its service lifetime are in conformance with established criteria, codes, standards, and specifications acceptable to the regulatory staff. These include meeting the positions of Regulatory Guides 1.10, 1.15, 1.55, 1.69, 1.91, 92 1.94, 1.115, 1.142, and 1.143 and industry standards ACI-349 and AISC, "Specifications DRAFT Rev. 2 - April 1996 3.8.4-22 for the Design, Fabrication and Erection of Structural Steel for Buildings."ANSI/AISC N690-1984. 7. The use of these criteria as defined by applicable codes, standards, and specifications; the 93 loads and loading combinations; the design and analysis procedures; the structural acceptance criteria; the materials, quality