Document: NUREG-0800
Document ID: dd5ae318-3a82-4aeb-a999-0d640f5769ab
Document Type: srp
Title: S
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0520/ML052070325.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.0
CFR Part: 
CFR Title: 

Content:
N/A See Note (9) mc mc mc mi Integral and 1.2 S or 1.8 S or 1.5 S 1.8 S or Continuous 1.0 S 1.5 S N/A (4),(7) mc y (4)84 mc y (4) mc y (4)(8)85 N/A See Note (9) Level D Service Limit Not Integral and 1.2 S or 1.0 S 1.8 S or 1.5 S 1.8 S or Continuous 1.5 S (4) mc y (4) mc y (4) mc y (4)(8) N/A N/A See Note (9) Integ. & Continuous, Elastic Analysis S 1.5 S 1.5 S (3) f f f N/A N/A See Note (9) Integ. & Continuous, S S S Inelastic Analysis(3) f f f Post-Flooding 1.2 S or 1.8 S or 1.8 S or 1.5 S 3 S N/A See Note (9) Condition(4) mc 1.0 S 1.5 S y (4) mc y (4) mc y (4) mi (2) DRAFT Rev. 2 - April 1996 3.8.2-26 NOTES FOR TABLE 3.8.2-1:86 (1) The allowable stress intensity S shall be the S listed in Tables I-1.0, and the allowable mi m stress intensity S shall be the S listed in Tables I-10.0 of Appendix I of the ASME mc m Code. (2) N/A - No evaluation required. (3) S is 85% of the general primary membrane allowable permitted in Appendix F. In the f application of the rules of Appendix F, S , if applicable, shall be as specified in mi Tables I-1.0. (4) These limits identified by (*) signreference to this note indicate a choice of the larger of 87 two limits. (5) The number of test sequences shall not exceed 10 unless a fatigue evaluation is considered. (6) Values shown are for a solid rectangular section. Sec. NE-3220 for other than a solid rectangular section. (7) These stress intensity limits apply also to the partial penetration welds. (8) Values shown are applicable when P 0.67S . When P > 0.67S , use the larger of the L y L y two limits, [2.5 - 1.5 (P /S )]1.2S or [2.5 - 1.5 (P /S )]S . L y mc L y y (9) The applicant is required to demonstrate that any axisymmetric techniques proposed are applicable to a vessel having large asymmetric openings and that the overall margin of safety used to prevent buckling is adequate. 3.8.2-27 DRAFT Rev. 2 - April 1996 [This Page Intentionally Left Blank] SRP Draft Section 3.8.2 Attachment A - Proposed Changes in Order of Occurrence