Document: NUREG-0800
Document ID: f48fc6fe-7c52-4612-b75c-034cedcfeb13
Document Type: srp
Title: STEEL CONTAINMENT
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070325.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.2
CFR Part: 
CFR Title: 

Content:
SRP section are evaluated for conformance with the acceptance criteria, and the reviewer assuresensures that the provisions of subsection II.4 of this SRP section are 63 met. 5. Structural Acceptance Criteria The limits on allowable stresses in the steel shell and its components are reviewed and compared with the acceptable limits specified in subsection II.5 of this SRP section. Where the applicant proposes to exceed some of these limits for some of the load combinations and at some localized points of the structure, the justification, provided to show that the structural integrity of the containment will not be affected, is reviewed and evaluated. If such justification is unacceptable, the applicant is required to comply with the acceptance criteria delineated in subsection II.5 of this SRP section. The reviewer verifies information related to the stresses induced in the structure by inadvertent full actuation of a postaccident inerting hydrogen control system and the pressure tests pertaining thereto, as described in 10 CFR 50.34(f)(3)(v)(B) and using the load combinations described in subsection II.3.b.(iii)(a)(5) and (6). Stresses generated in the containment structure should be within the appropriate service limits. The reviewer verifies information related to the stresses induced in the structure by an accident that releases hydrogen, as described in 10 CFR 50.34(f)(3)(v)(A) and using the 3.8.2-21 DRAFT Rev. 2 - April 1996 load combinations described in subsection II.3.b(iii)(c)(4) and (5). Stresses generated in the containment structure should be within the appropriate service limits.64 6. Materials, Quality Control, and Special Construction Techniques The information provided on materials, quality control programs, and special construction techniques, if any, is compared with that referenced in subsection II.6 of this SRP section. If a material not covered by the Code is utilized, the applicant is requested to provide sufficient test and user data to