Document: NUREG-0800
Document ID: 2768345e-44b7-48d8-bfa7-69652aa4faa8
Document Type: srp
Title: CONCRETE CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1319/ML13198A245.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
on 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 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 1.216 Containment Structural Integrity Evaluation for Internal Pressure Loadings Above Design-Basis Pressure 3.8.1-11 Revision 4 - September 2013 1.221 Design-Basis Hurricane and Hurricane Missiles for Nuclear Power Plants 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 analysis is performed to justify doing otherwise. B. Hydrodynamic loads resulting from LOCA and/or SRV