Document: NUREG-0800
Document ID: 808cea66-69b8-4f91-9fb2-62b3b99bc87a
Document Type: srp
Title: NUREG-0800
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340579.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3
CFR Part: 
CFR Title: 

Content:
idated by any of the procedures described in subsection II.4.e of Standard Review Plan Section 3.8.1. d. Structural audit is conducted as described in Appendix B to SRP Section 3.8.4. e. Design report is considered acceptable if it satisfies the guidelines of Appendix C to SRP Section 3.8.4. 5. Structural Acceptance Criteria With the exception of the divider barrier and ice-condenser elements of the ice condenser PWR containment, and the drywell of the BWR Mark III containment, the structural acceptance criteria for all other interior structures of the containment described in subsection I.1 of this SRP section are acceptable if found in accordance with the following: 3.8.3-24 Rev. 1 - July 1981 - . For each of the loading combinations delineated in the beginning of subsection 11.3 of this SRP section, the following defines the allowable limits which constitute the structural acceptance criteria: In Combinations for Concrete Internal Structures Limit b(i)(a) (l), (2) . . . . . . . . .. . . . . . . . S1 b(i)(a) -(3), (4). . . . . . . . . . . . . . . . 1.3 S b(i)(b) (1), (2). . . . . . . . . . . . . . . . u(2) b(i)(b) (3), (4). . . . . . . . . . . . . . . . U (b)(ii) (13, (2), (3) , (4) . . . . . . . . . . . U In Combinations for Steel Internal Structures Limit c(s)(a) (1), (2) . . . . . . . . . . . . . . . . S1 c(i)(a) (3),(4) ............. 1.5S c(i)(b) (1), (2). . . . . . . . . . . . . . . . y(3) c(i)(b) (3), (4) . . . . . . . . . . . . . . . Y c(ii)(a) (1), (2), (3)(4) . . . . . . . . . . . . 1.6 S c(ii)(a) (4)(4) . . . . . . . . . . . . . . . . . 1.7 S c(i)(b) (1), (2), (3), (4). . . . . . . . . . . 0.9 Y Notes (1) 5 - For concrete structures, S is the required section strength based on the working stress design method and the allowable stresses of ACI 318 Code. For structural steel, S is the required section strength based on the elastic design methods and the allowable stresses defined in Part 1 of the AISC "Specification for the Design, Fabrication and Erection