Document: NRC Regulatory Guide
Document ID: 3c238fa7-baa2-41c1-ac85-868fcda6b038
Document Type: regulatory_guide
Title: Design Limits, Loading Combinations, Materials, Construction, and Testing of Concrete Containments + HISTORY – HISTORY 07/2020 – DG-1372 , Proposed Revision 4 05/2019 – Periodic Review of Revision 3 – Revise 10/2015 – Periodic Review of Revision 3 – Reviewed with issues identified for future consideration 10/2006 – DG-1159, Proposed Revision 3 Prior to the issuance of DG-1159, RG 1.136 was entitled "Materials, Construction, and Testing of Concrete Containments (Rev. 4)
Source: NRC Regulatory Guide Division 1
Source URL: https://www.nrc.gov/docs/ML2010/ML20105A215.pdf
Revision Date: 2023-06
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Section ID: RG-1.136
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CFR Title: 

Content:
generated missiles that a nuclear power plant should be designed to withstand to prevent undue risk to the health and safety of the public. • RG 1.90, “Inservice Inspection of Prestressed Concrete Containment Structures with Grouted Tendons” (Ref. 12), describes methods that the NRC staff considers acceptable for use in developing an appropriate ISI program for prestressed concrete containment structures with grouted tendons. • RG 1.92, “Combining Modal Response and Spatial Components in Seismic Response Analysis” (Ref. 13), provides guidance on methods that the NRC staff considers acceptable for combining modal responses and spatial components in seismic response analysis of nuclear power plant SSCs that are important to safety. • RG 1.107, “Qualifications for Cement Grouting for Prestressing Tendons in Containment Structures” (Ref. 14), describes a method and quality standards that the NRC staff considers acceptable for the use of Portland cement grout for protecting prestressing tendons from corrosion in prestressed concrete containment structures with grouted tendons. • RG 1.115, “Protection Against Turbine Missiles” (Ref. 15), describes methods acceptable to the NRC staff for protecting important-to-safety SSCs against missiles resulting from turbine failure to satisfy GDC 4. • RG 1.117, “Protection Against Extreme Wind Events and Missiles for Nuclear Power Plants” (Ref. 16), describes an acceptable approach for identifying those SSCs of LWRs that should be protected from the effects of the worst case extreme winds (tornados and hurricanes) and wind-generated missiles, so that they remain functional. • RG 1.142, “Safety-Related Concrete Structures for Nuclear Power Plants (Other than Reactor Vessels and Containments)” (Ref. 17), describes methods and procedures that the NRC considers acceptable for compliance with NRC regulations in the analysis, design, construction, testing, and DG-1372, Page 5 evaluation of safety-related