Document: NUREG-0800
Document ID: f48fc6fe-7c52-4612-b75c-034cedcfeb13
Document Type: srp
Title: STEEL CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070325.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.2
CFR Part: 
CFR Title: 

Content:
sts, 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.67 IV. EVALUATION FINDINGS The reviewer verifies that sufficient information has been provided in accordance with the requirements of this SRP section and concludes that histhe evaluation is sufficiently complete 68 to support the following type of conclusive statement to be included in the staff's safety evaluation report (SER):69 The staff concludes that the design of the steel containment is acceptable and meets the relevant requirements of 10 CFR Part 0, 50.34(f), 10 CFR 50.55a, and General Design 70 Criteria 1, 2, 4, 16, and 50. This conclusion is based on the following: DRAFT Rev. 2 - April 1996 3.8.2-22 1. The applicant has met the requirements of 10 CFR 50.34(f), and the appropriate ASME Code service limits, by designing the containment to withstand the release and subsequent burning of hydrogen, or the added pressure from postaccident inerting, by applying the loads and load combinations as described in 10 CFR 50.34(f)(3)(v).71 1.2. The applicant has met the requirements of Section 50.55a and GDC 1 with 72 respect to assuringensuring that the steel containment is designed, fabricated, 73 erected, constructed, 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. 2.3. The applicant has met the requirements of GDC 2 by designing the steel 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 conditions with the effects of environmental loadings such as earthquakes and other