Document: NUREG-0800
Document ID: 0f097ac2-b7b1-437d-a055-1546a9094ef6
Document Type: srp
Title: CONCRETE CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1006/ML100620888.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
tion IWE, ARequirements for Class MC and Metallic Liners of Class CC Concrete Components of Light-Water Cooled Power Plants@ Regulatory Guides Title 1.7 “Control of Combustible Gas Concentrations in Containment Following a Loss-of-Coolant Accident” 1.35 “Inservice Inspection of Ungrouted Tendons in Prestressed Concrete Containments” 1.35.1 “Determining Prestressing Forces for Inspection of Prestressed Concrete Containments” 3.8.1-10 Revision 3 - May 2010 1.90 “Inservice Inspection of Prestressed Concrete Containment Structures with Grouted Tendons” 1.91 “Evaluations of Explosions Postulated to Occur on Transportation Routes Near Nuclear Power Plants” 1.107 “Qualifications for Cement Grouting for Prestressing Tendons in Containment Structures” 1.115 “Protection Against Low Trajectory Turbine Missiles” 1.136 “Materials, Construction, and Testing of Concrete Containments” 3. Loads and Loading Combinations. The specified loads and load combinations are acceptable if found to be in accordance with Article CC-3000 of the ASME Code with the exceptions listed below applied to the requirements specified in Table CC-3230-1. RG 1.136, ADesign Limits, Loading Combinations, Materials, Construction, and Testing of Concrete Containments,@ provides additional guidance for design requirements, including load and load combinations, which should be considered in the design of concrete containments. A. The maximum values of Pa, Ta, Ra, Rrr, Rrj, and Rrm should be applied simultaneously, where appropriate, unless a time-history analysis is performed to justify doing otherwise. B. Hydrodynamic loads resulting from LOCA and/or SRV actuation should be combined as indicated in the appendix to this SRP section. Fluid structure interaction associated with these hydrodynamic loads and those from earthquakes should be considered. C. As noted in Appendix S to 10 CFR Part 50, the OBE is only associated with plant shutdown and inspection unless specifically selected