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:
dards, and Specifications The design, materials, fabrication, erection, inspection, -testing, and inservice surveillance of concrete containments are covered by codes, standards, specifica- tions, and guides that are either applicable in their entirety or in part. The following codes and guides are acceptable. Code Title ASME Section III Division 2 Code for Concrete Reactor Vessels and Containments Regulatory Guides Title 1.10 Mechanical (Cadweld) Splices for Reinforcing Bars of Category I Concrete Structures 1.15 Testing of Reinforcing Bars for Category I Concrete Structures 1.18 Structural Acceptance Testing for Concrete Primary Reactor Containments 1.19 Nondestructive Examination of Primary Containment Liner Welds 1.35 Inservice Surveillance of Ungrouted Tendons in Pre- stressed Concrete Containment Structures 1.55 Concrete Placement in Category I Structures I 1.90 Inservice Surveillance in Prestressed Concrete Containments with Grouted Tendons 1.94 Quality Assurance Requirements for Installation, Inspection and Testing of Structural Concrete and Structural Steel during the Construction Phase of Nuclear Power Plants 3.8.1-7 Rev. 1 - July 1981 1.103 Post-Tensioned Prestressing System for Concrete Reactor Vessels and Containments 1.107 Qualification for Cement Grouting for Prestressing Tendons in Containment Structures 1.136 Material for Concrete Containments 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 Code with the exceptions listed below taken to the requirements specified in Table CC-3230-1. a. In the third combination under "abnormal/se'vere environmental condition "0.5" under Ess should be replaced by the word "or." b. The maximum values of Pas Ta, Raw Yr' Yj and Ym should be applied simultaneously, where appropriate, unless a time-history analysis is performed to justify 'doing otherwise. c. Hydrodynamic loads resulting from LOCA and/or SRV actuation should