Document: NUREG-0800
Document ID: 71b0a52a-ac0c-4c26-b0eb-708a6f5600fb
Document Type: srp
Title: FOUNDATIONS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070333.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.5
CFR Part: 
CFR Title: 

Content:
14 engineering aspects of the review, as follows: A. Determination of structures which are subject to a quality assurance program in 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 15 responsibility for SRP Sections 3.2.1 and 3.2.2. SEBECGB will perform its review of 16 safety-related structures on that basis. B. Determination of pressure loads from high-energy lines located in safety-related structures other than containment is performed by the Auxiliary Systems Branch (ASB)Plant Systems Branch (SPLB) as part of its primary review responsibility for 17 SRP Section 3.6.1. TheSEB ECGB accepts the loads thus generated, as approved by 18 the ASB(SPLB), to be included in the load combination equations of this SRP section. 19 C. Determination of loads generated due to pressure under accident conditions is performed 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. 20 TheSEB ECGB accepts the loads thus generated, as approved by the (CSB)(SCSB), to 21 22 be included in the load combinations in this SRP section. The review of geological and seismological information to establish the free field ground motion is performed by the Geosciences Branch as described in Section 2.5.1 and 2.5.2. Hydrologic and Geotechnical Engineering Branch reviews the geotechnical parameters and methods employed in the analysis of free field soil media and soil properties as described in Section 2.5.4 and 2.5.5.23 SEB accepts the results of the reviews performed by these branches including the maximum seismic ground accelerations for the Operating Basis Earthquake (OBE) and DRAFT Rev. 2 - April 1996 3.8.5-6 the Safe Shutdown Earthquake (SSE), site dependent free field ground motion records, soil properties, etc., as an integral part of the seismic analysis review of Category I