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05. How to correctly consider Von Mises (maximum distortion energy theory) in an AutoPIPE combination for ASME B31.4 2006?
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01. How to calculate the allowable expansion stress for ASME B31.4 Ed. 2012 in AutoPIPE?
02. For ASME B31.4, why are the fields "Use nominal thickness" and "Use nom. Thk. for Hoop" unchecked in AutoPIPE V8i 09.06.00.15?
03. Using AutoPIPE V8i 09.06.00.15, with ASME B31.4, what is the difference between the 2 settings for restrained soil analysis?
04. When analyzing a model per ASME B31.4 should there be a warning displayed if "Use rest. Long. Code eq" is unchecked in AutoPIPE?
05. How to correctly consider Von Mises (maximum distortion energy theory) in an AutoPIPE combination for ASME B31.4 2006?
06. In AutoPIPE, request an option to choose Von Mises criterion or Tresca criteria since ASME B31.4-2012 admits to use both.
07. Why is the code allowable for ASME B31.4 - 2012 different from B31.4-2009 for Stresses Due to Sustained Loads?
08. In B31.4, Table 403.3.1.1, no stress is mandatory for slurry lines except Pressure stress. How it is taken care for slurry line in b31.4 and AutoPIPE?
10. Using ASME B31.4 2012, why are all of the reported longitudinal stress values are 0.00 in AutoPIPE reports an exported MDB files?
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05. How to correctly consider Von Mises (maximum distortion energy theory) in an AutoPIPE combination for ASME B31.4 2006?
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Mon, Mar 23 2020 4:49 PM
Mike Dattilio
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Mike Dattilio
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Mike Dattilio
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Mike Dattilio
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Fri, Jun 1 2018 11:26 AM
Mike Dattilio
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Tue, Sep 22 2015 12:56 PM
Mike Dattilio
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