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  • Users: cougaggie
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  1. cougaggie

    Section VIII Failure Theory Basis

    In preevious versions of the Code the allowable stress intensity values were based on Tresca (Max Shear Stress) Failure theory. I see the latest version of Div 2 has been converted to Von Mises (max strain energy) failure theory. Is Div 1 still based on Tresca, or have the allowable values for...
  2. cougaggie

    Nozzle Loads for Seismic Analysis

    I have a tall high temperature vessel analysis. The Data Sheet requires a dynamic seismic analysis oer ASCE4-98. the B&PV Code Version is 2009b. We are doing the analysis in ANSYS Workbench using 3-D elements. When we do the seismic analysis, do we also need to find the worst case...

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