Document: NUREG-0800
Document ID: 9687ba4a-508e-4167-9d91-a1bb9873aaef
Document Type: srp
Title: through 3.5.3.3 for earth retaining walls).
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1006/ML100630323.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.5.3.1
CFR Part: 
CFR Title: 

Content:
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 (SER) 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 Revision 3 – May 2010 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 of Tendons C. Description of Surcharge D. Tendons and Sheeting Layout E. Dome Prestressing 3.8.4-28 Revision 3 – May 2010 5. Foundation Media A. General Description B. Unit Weight C. Shear Modulus D. Angle of Internal Friction E. Cohesion F. Bearing Capacity 6. Special Considerations IV. STRUCTURAL LOADS 1. Live and Dead Load Floor Plans 2. Determination of Transient and