Document: NUREG-0800
Document ID: 73dc4705-6dff-4f44-87ee-2a6f76cc6536
Document Type: srp
Title: OTHER SEISMIC CATEGORY I STRUCTURES
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1319/ML13198A258.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.4
CFR Part: 
CFR Title: 

Content:
ed here as the highest temperature associated with the postulated abnormal design conditions. Fd is the force caused by the accidental drop of the heaviest load from the maximum possible height. Pf is the upward force on the racks caused by a postulated stuck fuel assembly. 2. Deformation limits specified by the design specification limits should be satisfied and such deformation limits should preclude damage to the fuel assemblies. 3. The provisions of ASME Code, Section III, Division 1, Subsection NF were amended consistent with regulatory positions contained in RG 1.124 “Service Limits and Loading Combinations for Class 1 Linear-Type Component Supports.” II. REFERENCES 1. ASCE Suggested Specification for Structures of Aluminum Alloys 6061-T6 and 6067-T6. 2. ASME Boiler and Pressure Vessel Code, Section III, Division 1. 3. ANSI, N210-76, “Requirements for Light Water Reactor Spent Fuel Storage Facilities at Nuclear Power Plants, Design.” 4. Biggs, John M., “Introduction to Structural Dynamics,” McGraw-Hill Book Co., New York, 1964. 5. RG 1.29, “Seismic Design Classification.” 6. RG 1.92, “Combining Modal Responses and Spatial Components in Seismic Response Analysis.” 7. RG 1.124, “Service Limits and Loading Combinations for Class 1 Linear-Type Component Supports.” 8. NUREG/CR-5912, “Review of the Technical Basis and Verification of Current Analysis Methods Used to Predict Seismic Response of Spent Fuel Storage Racks,” October 1992. 9. The Aluminum Association, “Specification for Aluminum Structures.” 3.8.4-37 Revision 4 – September 2013 ________________________________________________________________________________________________________ PAPERWORK REDUCTION ACT STATEMENT The information collections contained in the Standard Review Plan are covered by the requirements of 10 CFR Part 50 and 10 CFR Part 52, and were approved by the Office of Management and Budget, approval number 3150-0011 and 3150-0151. PUBLIC PROTECTION