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:
safety margin of steel and concrete structures due to the elimination of the OBE as a design requirement.82 For standard design certification reviews under 10 CFR Part 52, the procedures above should be followed, as modified by the procedures in SRP Section 14.3 (proposed), to verify that the design set forth in the standard safety analysis report, including inspections, 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 3.8.4-21 DRAFT Rev. 2 - April 1996 procedures for the review of certified design material (CDM) for the standard design, including the site parameters, interface criteria, and ITAAC.83 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 84 support the following type of conclusive statement to be included in the staff's safety evaluation report (SER):85 The staff concludes that the design of safety-related structures other than containment or containment interior structures areis acceptable and meets the relevant requirements of 86 10 CFR Part 50,50.55a and General Design Criteria 1, 2, 4, and 5. This conclusion is based on the following: 1. The applicant has met the requirements of 50.55a and GDC 1 with respect to assuring ensuring that the safety-related structures other than containment are designed, 87 fabricated, 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. The applicant has met the requirements of GDC 2 by designing the safety-related structures other than containment described in this section to withstand the most severe 88 earthquake that has been established for the