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:
SEB will perform its review of safety-related structures on that basis. Determination of pressure loads from high energy lines located in safety-related structures other than containment is performed by the Auxiliary Systems Branch (ASB) as part of its primary review responsibility as described for SRP Section 3.1.6.1. SEB accepts the loads thus generated as approved by the ASB, to be included in the load combination equations of this SRP section. Determination of loads generated due to pressure under accident conditions is performed by the Containment Systems Branch (CSB) as part of its primary review responsibility for SRP Section 6.2.1. SEB accepts the loads thus generated, as approved by the (CSB), to'be included in the load combinations in this SRP section. The review for Quality Assurance is coordinated and performed by the Quality Assurance Branch as part of its primary review responsibility for SRP Section 17.0. For those areas of review identified above as being reviewed as part of the primary review responsibility of other branches, the acceptance criteria necessary for the review and their methods of application are contained in the referenced SRP section of the corresponding primary branch. II. ACCEPTANCE CRITERIA SEB acceptance criteria for the design of the concrete containment is based on meeting the relevant requirements of the following regulations: 1. 10 CFR Part 50.55a and General Design Criterion 1 as they relate to concrete containment being designed, fabricated, erected, and tested to quality standards commensurate with the importance of the safety function to be performed. 2. General Design Criterion .2 as it relates to the design of the concrete containment being capable to withstand the most severe natural phenomena such as winds, tornadoes, floods, and earthquakes and the appropriate combination of all-loads. 3. General Design Criterion 4 as it relates to the concrete containment being capable of withstanding the dynamic effects of