Document: NUREG-0800
Document ID: 5f917fa2-996e-40db-ab71-094808f68797
Document Type: srp
Title: ANALYSIS PROCEDURES
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070306.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.4.2
CFR Part: 
CFR Title: 

Content:
ia 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.26 IV. EVALUATION FINDINGS The reviewer verifies that sufficient information has been provided to satisfy the requirements of this Standard Review Plan section, and concludes that histhe evaluation is sufficiently complete 27 and adequate to support the following type of conclusive statement to be included in the staff's safety evaluation report: The staff concludes that the plant design is acceptable and meets the requirements of General Design Criterion 2. This conclusion is based on the following: The applicant has met the requirements of GDC 2 with respect to the structures'28 capability to withstand the effects of the flood or highest groundwater level so that their design reflects 1. appropriate consideration for the most severe flood recorded for the site with an appropriate margin, 2. appropriate combination of the effects of normal and accident conditions with the effect of the natural phenomena, and 3. the importance of the safety functions to be performed. The applicant has met these requirements by reference 2 which provides guidance and techniques used in design for hydraulic and hydrodynamic loads. The applicant has designed the plant structures with sufficient margin to prevent structural damage during the most severe flood or groundwater and the associated dynamic effects that have been determined appropriate for the site so that the requirements of Item 1 listed above are met. In addition, the design of seismic Category I structures, as required by Item 2 listed above, has included in an acceptable manner load combinations which occur as a result of the most severe flood or groundwater-related loads and the loads resulting from normal and accident conditions. The procedures utilized to determine the loadings on seismic Category I structures