Document: NUREG-0800
Document ID: 092ec60a-d82b-4bb7-94c9-a5392118833e
Document Type: srp
Title: CONCRETE CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340575.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
inment shell is reviewed including the following: a. The base foundation slab, including the main reinforcement; the floor liner plate and its anchorage and stiffening system; the methods by which the interior structures are anchored through the liner plate and into the slab, if applicable. b. The cylindrical wall, including the main reinforcement and prestressing tendons, if any; the wall liner plate and its anchorage and stiffening system; the major penetrations and the reinforcement surrounding them including the personnel and equipment hatches and major pipe penetrations; major structural attachments to the wall which penetrate the liner plate such as beam seats, pipe restraints and crane brackets; and external supports, if any, attached to the wall to support external structures such as enclosure buildings. c. The dome and 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 Standard Review Plan Section 3.8.2. 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. 3.8.1-2 Rev. 1 - July 1981 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" (Ref. 1) (hereafter "the Code"). The loads normally appli- cable to concrete