Document: NUREG-0800
Document ID: 786da65a-4915-4af3-afb3-678b7df5bea7
Document Type: srp
Title: OTHER SEISMIC CATEGORY I STRUCTURES
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070327.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.4
CFR Part: 
CFR Title: 

Content:
ive examination of the materials to determine physical properties, placement of concrete, and erection tolerances. Special construction techniques, if proposed, are reviewed on a case-by-case basis to determine their effects on the structural integrity of the completed structure. DRAFT Rev. 2 - April 1996 3.8.4-6 In addition, the information contained in items a, b, and c of subsection I.6 of Standard Review PlanSRP Section 3.8.3 is also reviewed. 7. Testing and Inservice Surveillance Programs If applicable, any post-construction testing and inservice surveillance programs are reviewed on a case-by-case basis. 8. Masonry Walls Areas of review pertaining to masonry walls should include, at a minimum, those items identified in Appendix A to this SRP section. Review Interfaces16 SEBECGB coordinates other branches evaluations that interface with structural engineering 17 aspects of the review as follows: 1. Determination of structures which are subject to quality assurance programs in 18 accordance with the requirements of Appendix B to 10 CFR Part 50 is performed by the Mechanical Engineering Branch (MEB)(EMEB) as part of its primary review 19 responsibility for SRP Sections 3.2.1 and 3.2.2. SEBThe ECGB will perform its 20 review of safety-related structures on that basis. 2. Determination of pressure loads from high-energy lines located in safety-related 21 structures other than containment is performed by the Auxiliary Systems Branch (ASB) Plant Systems Branch (SPLB) as described as part of its primary review responsibility 22 for SRP Section 3.6.1. SEB The ECGB accepts the loads thus generated as approved 23 by the ASB SPLB. to be included in the load combination equations of this 24 SRP section. 3. Determination of loads generated due to pressure under accident conditions is performed 25 by the Containment Systems Branch (CSB)Containment Systems and Severe Accident Branch (SCSB) as part of its primary review responsibility for SRP Section 6.2.1. 26 SEBThe ECGB