Document: NUREG-0800
Document ID: 5887ec11-6ad2-46aa-be7f-d596fb3777b6
Document Type: srp
Title: CONCRETE CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070324.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
tions, tests, analysis, and acceptance criteria (ITAAC), site interface requirements and combined license action items, meet the acceptance criteria given in subsection II. SRP Section 14.3 (proposed) contains procedures for the review of certified design material (CDM) for the standard design, including the site parameters, interface criteria, and ITAAC.70 IV. EVALUATION FINDINGS The reviewer verifies that sufficient information has been provided to satisfy the requirements of this SRP section and concludes that histhe evaluation is sufficiently complete and adequate to 71 support the following type of conclusive statement to be included in the staff's safety evaluation report (SER):72 The staff concludes that the design of the concrete containment is acceptable and meets the relevant requirements of 10 CFR Part 50, §§ 50.34 and 50.55a, and General Design 73 Criteria 1, 2, 4, 16, and 50. This conclusion is based on the following: 3.8.1-21 DRAFT Rev. 2 - April 1996 1. The applicant has met the requirements of § 50.55a and GDC 1 with respect to ensuring that the concrete containment is designed, fabricated, erected, contracted, tested, and inspected to quality standards commensurate with its safety function to be performed by meeting the guidelines of regulatory guides and industry standards indicated below. 2. The applicant has met the requirements of GDC 2 by designing the concrete containment to withstand the most severe earthquake that has been established for the site with sufficient margin and the combinations of the effects of normal and accident condition with the effects of environmental loadings such as earthquakes and other natural phenomena. 3. The applicant has met the requirements of GDC 4 by ensuring that the design of the concrete containment is capable of withstanding the dynamic effects associated with missiles, pipe whipping, and discharging fluids. 4. The applicant has met the requirements of GDC 16 by designing the concrete containment so that