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AutoPIPE Wiki 01. If the Service Level C coincident pressure P differs from the Peak Pressure (Level A and B), how can the Level C pressure be specified for this calculation in AutoPIPE?
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              • 01. If the Service Level C coincident pressure P differs from the Peak Pressure (Level A and B), how can the Level C pressure be specified for this calculation in AutoPIPE?
              • 02. How to find out what SIF does AutoPIPE use for stress calculations in each point, for example in tees using ASME ND 1992+1993 addenda?
              • 03. Can you please explain what is zero moment and its involvement in ASME ND equation 10 code stress combination for thermal case?
              • 04. Where should then Non-repeated Anchor Movement (e.g. Building Settlement) be accounted for if not in ASME ND Equation 10a in AutoPIPE?
              • 05. How to define building settlement for a Nuclear codes?
              • 06. Why does the calculated allowable for "ASME ND (2007) PRE-VERIFICATION STRESS REPORT", Eq 8, Load case = GR, not match the hand calculated value in AutoPIPE?
              • 08. The Pre-verification report does not show if range moments (amb T1, amb T2…T1 toT2 …) are considered for the analysis. Is this range prepared by the user's in AutoPIPE?
              • 09. Why ASME ND sustained category combinations doesn't include pressure load in AutoPIPE?
              • 10. Does the HDPE pipeID cold allowable get used when analyzing per ASME ND in AutoPIPE?
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    01. If the Service Level C coincident pressure P differs from the Peak Pressure (Level A and B), how can the Level C pressure be specified for this calculation in AutoPIPE?

    Revision Creation Date Revision Author
    Current Revision Thu, May 23 2019 12:20 PM Mike Dattilio
    Revision #4 Fri, Jun 1 2018 11:18 AM Mike Dattilio
    Revision #3 Fri, Mar 9 2018 2:22 PM Mike Dattilio
    Revision #2 Fri, Mar 9 2018 2:14 PM Mike Dattilio
    Revision #1 Fri, Jan 9 2015 3:39 AM Mike Dattilio
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