Document: NUREG-0800
Document ID: 5a9fdf3a-95d9-4a87-b95a-50c330ea179d
Document Type: srp
Title: -
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1235/ML12353A365.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
Draft Revision 4 - December 2012 covered by codes, standards, specifications, and guides that are applicable either in their entirety or in part. The following codes and guides are acceptable: Codes Title ASME Code Section III, Division 2, Subsection CC, “Code for Concrete Reactor Vessels and Containments” ASME Code Section XI, Subsection IWL, “Requirements for Class CC Concrete Components of Light-Water Cooled Plants” ASME Code Section XI, Subsection IWE, “Requirements 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” 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, “Design 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