Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations IDS on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Elastic Plastic BPVC

Status
Not open for further replies.

daveinkaty

Mechanical
Jun 18, 2015
2
Does anyone know the reasoning behind the Elastic-Plastic load factors being different between Div II and Div III? Part 5. I must be missing something. For instance, the factor used on Div II (2011a), table 5.5 for global criteria (1) is 2.4*(P+Ps+D), while in Div III, table KD-230.4 for global criteria (1) is 1.8(P+Ps+D). Seems like the Div III is less conservative. Thoughts?
 
Replies continue below

Recommended for you

Different design codes with different design margins. Different inspection and testing criteria. ASME Section VIII, Division 3 requires demonstration of leak-before-break, while VIII-2 does not. Etc, etc.
 
Thanks TGS4. I figured it would come down to additional inspections and QA,
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor