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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 over 1 year ago in  0 Needs review

Flange calculation using a full face gasket based on the Taylor Forge method (Bulletin 502) and in compliance with the ASME code, substituting the Y coefficient with Y' as specified in the AS standard.

We have a pressure vessel that must be designed in accordance with ASME Section VIII, Division 1. However, for full face gasket flanges, the software by default performs the calculations according to PD 5500 (Slip-on loose flange – BS/PD 5500 §3.8...
Guest 5 months ago in  0 Needs review

Lifting accessories – Vertical columns

For vertical vessels I suggest to add a field to add a material for lugs on top o f the vessel and also another field to selected the material for lugs on bottom skirt (tailing lug). It is very common to have columns in for exempla stainless steel...
António Pinho over 1 year ago in  0 Needs review

Allow user to select if tolerance is to be considered for nozzle neck thickness calculation

Currently AutoPIPE Vessel considers both corrosion and tolerance for nozzle neck thickness calculation. A radio button to allow user to consider tolerance or not can be added in the nozzle dialog box.
Sudip Ganguly over 1 year ago in  0 Needs review

PD 5500 3.5.4.9, Alternative Pressure Area Design Method

Allow the use of Alternative Pressure Area Design Method if the primary method of assessment for PD5500 shows non-compliance. The alternative method is less conservative and therefore may in some cases be able to sufficiently demonstrate compliance.
Guest about 2 years ago in  0 Needs review

Shell local thickness for nozzles

Sometimes is needed to increase locally the thickness of the vessel wall to reinforce the nozzles (under pressure load or external loads), instead of increasing the whole course or head thickness (for economic reasons). Simulating this local thick...
Guest 11 months ago in  0 Needs review

Add API620

When API650 is not suitable for a vertical tank, calculation should be done with API620
Guest almost 2 years ago in  0 Needs review

CLAMP CONEXIONS

Just as you can include flanges (EN-DIN-ASME) in the connections, include CLAMP connections (ASME BPE - DIN32676) that are very common in the pharmaceutical industry.
Guest almost 2 years ago in  0 Future consideration

Load Combinations -seismic and wind load factors should be adjustable by user

Factors multiplying the wind and seismic loads need to be adjustable by user. Example below in red box shows Load combinations for wind load. Currently this combination is hardcoded in the program.
Sudip Ganguly almost 2 years ago in  0 Future consideration

Add consideration for EN 1998-1 para. 3.2.2.5

When calculating earthquakes for pressure equipment, need to add design according to paragraph 3.2.2.5 of EN 1998-1. This would allow the design to consider a reduced design spectrum relative to the elastic range.
Mike Dattilio 6 months ago in  0 Needs review