Document: NUREG-0800
Document ID: 808cea66-69b8-4f91-9fb2-62b3b99bc87a
Document Type: srp
Title: NUREG-0800
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340579.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3
CFR Part: 
CFR Title: 

Content:
materials and quality control programs comply with the "Code Requirements for Nuclear Safety-Related Concrete Structures" ACI 349 (Ref. 2), for concrete, and with the AISC "Specifications for Design, Fabrication and Erection of Structural Steel for Buildings," (Ref. 3), for steel, as applicable. (b) For quality control in general, the extent to which the applicant complies with ANSI N45.2.5 (Ref. 7). (c) If welding of reinforcing bars is proposed, the extent to which the applicant complies with the applicable sections of the ASME Section III, Division 2 Code should be described and any exceptions taken should be justified. 7. Testing and Inservice Surveillance Programs If applicable, any post-construction testing and in-service surveillance programs are reviewed on a case-by-case basis. The structural test for the drywell of the BWR Mark III containment is reviewed in a similar manner to that of the containment. SEB coordinates other branches evaluations that interface with structural engineering aspects of the review as follows: determination of structures which are subject to quality assurance programs in accordance with the requirements of Appendix B to 10 CFR Part 50 is performed by the Mechanical Engineering Branch (MEB) as part of its primary review responsibility for SRP Sections 3.2.1 and 3.2.2. 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 con- tainment is performed by the Auxiliary Systems Branch (ASB) as described as part of its primary review responsibility for SRP Section 3.6.1. 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 respon- sibility for SRP Section 6.2.1. SEB accepts the loads