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AutoPIPE Vessel

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ASME UG-44(b), code case 2901 Flange checks

Add the updated code case 2901 calculation to the flange checking options
Guest 7 months ago in  0 Needs review

API 620 design for storage tanks

API 620 design for storage tanks
Sudip Ganguly 5 months ago in  0 Needs review

Floating roof modeling and design for storage tanks

Floating roof modeling and design for storage tanks
Sudip Ganguly 5 months ago in  0 Needs review

Noncircular (eg. rectangular) cross section pressure vessel (Appendix 13, ASME Sec VIII Div 1)

MANDATORY APPENDIX 13 VESSELS OF NONCIRCULAR CROSS SECTION Rectangular cross section vessels.
Sudip Ganguly 8 months ago in  0 Needs review

Lifting accesoires: handled independently.

They appear in the list of components, the 2D and 3D view. Local loads for them can be checked in Design Component. Their welds appear in the weld map.
Vivianne Genin about 1 year ago in  1 Future consideration

Jacket Closure calculation according to ASME VIII Div1 appendixe 9

We have noticed that the software systematically considers all jackets as type 2 in the jacket closure calculation following ASME VIII -Appendixe 9
Guest 10 months ago in  0 Needs review

API 650 storage tank code update - 13th Edition, 2020

No description provided
Sudip Ganguly 10 months ago in  0 Needs review

Do not display the "Equivalent beam model" paragraph in the calculation report (wind, earthquake, ... calculations)

It would be useful for users to have the option of not displaying the “Detailed characteristics of the equivalent beam model” paragraph in the calculation report when a wind/seismic analysis is performed. Indeed, in "Vessel properties", tab "Repor...
Guest 10 months ago in  0 Needs review

Design of butt-welded nozzle

Please add the possibility to design the attached nozzle. I regularly have this kind of model and the fatigue analysis is not possible in APV.
Guest 6 months ago in  0 Needs review

Fatigue in ASME VIII Div.1

Please add the possibility to perform a fatigue analysis directly in ASME VII Div.1 without choosing Div.2. When I choose Div.2, all the calculations and the allowable stresses are of course different.
Guest 6 months ago in  0 Needs review