Document: NUREG-0800
Document ID: d4d0e6e4-7a83-4668-8394-54672bdc0bc4
Document Type: srp
Title: and 3.2.2.
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340575.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.2.1
CFR Part: 
CFR Title: 

Content:
destructive Examination of Primary Containment Liner Welds." 6. Regulatory Guide 1.55, "Concrete Placement in Category I Structures." 7. Regulatory Guide 1.18, "Structural Acceptance Test for Concrete Primary Reactor Containments." 8. Regulatory Guide 1.35, "Inservice Surveillance of Ungrouted Tendons in Prestressed Concrete Containments." 9. Regulatory Guide 1.90, "Inservice Surveillance in Prestressed Concrete Containments with Grouted Tendons." 10. Regulatory Guide 1.94, "Quality Assurance Requirements for Installation, Inspection, and Testing of Structural Concrete and Structural Steel During the Construction Phase of Nuclear Power Plants." 11. Regulatory Guide 1.103, "Post-Tensional Prestressing Systems for Concrete Reactor Vessels and Containments." 12. Regulatory Guide 1.107, "Qualifications for Cement Grouting for Prestressing Tendons in Containment Structures." 13. Regulatory Guide 1.136, "Materials, Construction, and Testing of Concrete Containments." 14. 10 CFR Part 50, Appendix A, General Design Criterion 1, "Quality Standard and Records." 3.8.1-16 Rev. 1 - July 1981 15. 16. 17. 18. 19. 10 CFR Part 50, Appendix A, General Design Criterion 2, "Design Bases for Protection Against Natural Phenomena." 10 CFR Part 50,-Appendix A, General Design Criterion 4, "Environmental and Missile Design Bases." 10 CFR Part 50, Appendix A, General Design Criterion 16, "Containment Design." 10 CFR Part 50, Appendix A, General Design Criterion 50, "Containment Design Basis." 10 CFR Part 50, §50.55a, "Codes and Standards." 3.8.1-1.7 Rev. 1 - July 1981 Appendix to SRP Section 3.8.1 STRUCTURAL ENGINEERING BRANCH POSITION U.S. NUCLEAR REGULATORY COMMISSION BWR MARK III CONTAINMENT POOL DYNAMICS 1. POOL SWELL a. Bubble pressure, other pool swell Pa. Appropriate accordingly. bulk swell and froth swell loads, drag pressure and loads should be treated as abnormal pressure loads, load combinations and load factors should be applied b. The pool swell loads and accident pressure may