Document: NUREG-0800
Document ID: d4d0e6e4-7a83-4668-8394-54672bdc0bc4
Document Type: srp
Title: and 3.2.2.
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340575.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.2.1
CFR Part: 
CFR Title: 

Content:
inties are available, the lower and upper bounds of the containment capacity may be established statistically. The details of the analysis and the results should be submitted in a report form with the following identifiable information. (1) The original design pressure, Pa, as defined in the Code, (2) Calculated static pressure capacity, (3) Equivalent static pressure response calculated from dynamic|! pressure, (4) The associated failure mode, (5) The stress-strain relation of the liner steel and reinforcing and/or prestressing steel and the behavior of the liner under the postulated loading conditions in relation to that of the reinforcing and/or prestressing steel, (6) The criteria governing the original design and the criteria used to establish failure; 3.8.1-11 Rev. 1 - July 1981 (7) Analysis details and general results, and (8) Appropriate engineering drawings adequate to allow verification of modeling and evaluation of analyses employed for the containment structure. k. Structural Audit Structural audit is conducted as described in Appendix B to SRP Section 3.8.4. 1. Design Report Design report is considered acceptable when it satisfies the guidelines of Appendix C to SRP Section 3.8.4. 5. Structural Acceptance Criteria a. For the structural portions of the containment, the specified allowable limits for stresses and strains are acceptable if they are in accordance with Subsection CC-3400 of the Code but with the following exceptions: CC-3421.5 Under no conditions shall the tangential shear stress carried by the concrete, vc, exceed 40 psi and 60 psi for the load combinations of Table CC-3230-1, representing abnormal/severe environmental and abnormal/ extreme environmental conditions, respectively. For prestressed concrete, the principal tensile stress shall not exceed 44f'c. C-3431.1 The 33-1/3% increase in allowable stresses is permitted only for temperature loads and not for OBE or wind loads. b. For the liner plate and its anchorage system, the specified