Document: NUREG-0800
Document ID: 73747cf4-ff95-449b-b6b0-53dc0755b9e0
Document Type: srp
Title: OTHER SEISMIC CATEGORY I STRUCTURES
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1235/ML12353A382.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.4
CFR Part: 
CFR Title: 

Content:
eting is held at the conclusion of the audit to discuss and summarize the audit findings, generic issues pertaining to the design, specific action items, and the schedules for resolution of the action items. 6. Minutes of the Audit The LPM is responsible for preparation of the audit minutes. 7. After-Audit Meetings Review of the applicant's response to the action items may necessitate additional meeting(s) between the staff and the applicant to explain certain parts of the responses. 8. Input to the Safety Evaluation Report The audit is an integral part of the review process. Resolution of the action items, together with appropriate consideration of other safety aspects, should constitute the major basis for the staff’s preparation of the SER. 3.8.4-27 Draft Revision 4 – December 2012 APPENDIX C TO SRP SECTION 3.8.4 DESIGN REPORT Seismic Category I Structures I. OBJECTIVE The primary objective of the design report provided by the applicant is to supply the reviewer with design and construction information more specific than that contained in the SARs. This information can assist the reviewer in planning and conducting a structural audit. For this review, the information must be in quantitative form representing the scope of the actual design computations and the final design results. The design report should also provide criteria for reconciliation between design and as-built conditions. II. STRUCTURAL DESCRIPTION AND GEOMETRY 1. Structural Geometry and Dimensions 2. Key Structural Elements and Description 3. Floor Layout and Elevations 4. Conditions of Vicinity and Supports 5. Special Structural Features III. STRUCTURAL MATERIAL REQUIREMENTS 1. Concrete A. Compressive Strength B. Modulus of Elasticity C. Shear Modulus D. Poisson’s Ratio 2. Reinforcement A. Yield Stress B. Tensile Strength C. Elongation 3. Structural Steel A. Grade B. Ultimate Tensile Strength C. Yield Stress 4. Prestressing Stage (if applicable) A. Type of System (manufacturer) B. Description