Applies To | |||
Product: | AutoPIPE | ||
First Affected Version: | 9.1.0 | ||
Found in Version: | 11.00.00.22 | ||
Fixed and Released in Version: | 11.01 | ||
Area: | All | ||
Severity: | Critical | ||
Backlog Issue Number: | 702082 |
ASME NC and ND, Level C/D reversing dynamic stress summaries use branch pressure and geometric properties for pressure term calculations of "P + WGT + Rev. Dyn" stresses at a tee point. Program should use header pressure and geometric properties for these calculations as the moment term for these stresses use tee moment summation.
1. Open Walkthru model and change piping code to ASME NC 2001 edition
2. Apply an impost support displacement on load case S1 of 1" in global X direction at node B04
3. Navigate to Design Pres/Temp grid, and change the Design Pressure value for the tee branch from A05 up to B04 to 500
4. Launch the SAM Analysis dialog (Analysis > Analyze > Seismic Anchor Movement) and enable "SAM case 1" and press OK
5. Analyze the model for Modal, static and SAM analysis
6. Launch the Code Comb. tab of Load Combinations dialog, uncheck the Auto Update checkbox and then check the Reversing Dynamic check for Static Seismic 1{1} combination
7. Launch the stress summary dialog, create a new Level D Reversing Dynamic stress summary by selecting the following:
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Critical and High issues released in v.11.01.00
Known Issues in AutoPIPE (Enhancements, defects, etc..)