Document: NUREG-0800
Document ID: ab4f353d-c299-479d-ab25-834f97196988
Document Type: srp
Title: CONCRETE AND STEEL INTERNAL STRUCTURES OF STEEL OR CONCRETE
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070326.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.3
CFR Part: 
CFR Title: 

Content:
SAR. DRAFT Rev. 2 - April 1996 3.8.3-36 Any additional required information is requested from the applicant at an early stage of the review process. 2. Applicable Codes, Standards, and Specifications The list of codes, standards, guides, and specifications is checked against the list in subsection II.2 of this SRP section. The reviewer assures himselfverifies that the 137 applicable edition and stated effective addenda are utilized. 3. Loads and Loading Combinations The reviewer verifies that the loads and load combinations are as conservative as those specified in subsection II.3 of this SRP section. Any deviations from the acceptance criteria for loads and load combinations that have not been adequately justified are identified as unacceptable and transmitted to the applicant for further consideration. 4. Design and Analysis Procedures The reviewer familiarizes himself becomes familiar with the design and analysis 138 procedures that are generally utilized for the type of structures being reviewed. Since the assumptions made on the expected behavior of the structure and its various elements under loads may be significant, the reviewer determines that they are conservative. The behavior of the structure under various loads and the manner in which these loads are treated in conjunction with other coexistent loads are reviewed to establish compliance with procedures delineated in subsection II.4 of this SRP section. 5. Structural Acceptance Criteria The limits on allowable stresses and strains in the concrete, reinforcement, structural steel, etc., are compared with those 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 on the structure, the justification provided to show that the functional integrity of the structure will not be affected is evaluated. If such justification is not acceptable, a request for the required additional justification