Document: NUREG-0800
Document ID: 5887ec11-6ad2-46aa-be7f-d596fb3777b6
Document Type: srp
Title: CONCRETE CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070324.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
the ring girder, if any, including the main reinforcement and prestressing tendons; the liner plate and its anchorage and stiffening systems; and any major attachments to the liner plate made from the inside. d. Steel components of concrete containments that resist pressure and are not backed by structural concrete are covered by SRPStandard Review Plan Section 3.8.2. 7 3.8.1-3 DRAFT Rev. 2 - April 1996 2. Applicable Codes, Standards, and Specifications Information pertaining to design codes, standards, specifications, regulations, and regulatory guides, and other industry standards that are applied in the design fabrication, construction, testing, and inservice surveillance of the containment is reviewed. The specific editions, dates, or addenda identified for each document are reviewed. 3. Loads and Loading Combinations Information pertaining to the applicable design loads and various combinations thereof is reviewed with emphasis on the extent of compliance with Article CC-3000 of the ASME Section III, Division 2, "Code for Concrete Reactor Vessels and Containments," (Reference. 1) (hereafter "the Code"). The loads normally applicable to concrete 8 containments include the following: a. Those loads encountered during preoperational testing. b. Those loads encountered during normal plant startup, operation, and shutdown, including dead loads, live loads, thermal loads due to operating temperature, and hydrostatic loads and hydrodynamic loads resulting from safety relief valve (SRV) actuation such as those present in pressure-suppression containments utilizing water. c. Those loads to be sustained during severe environmental conditions, including those induced by the design wind and the operating basis earthquake specified for the plant site. d. Those loads to be sustained during extreme environmental conditions, including those induced by the design basis tornado and the safe shutdown earthquake specified for the plant site. e. Those loads to be sustained during