When API650 is not suitable for a vertical tank, calculation should be done with API620

In the case of horizontal vessels, it must be possible to lock both sadles in order to carry out a correct calculation under transport conditions (taking into account longitudinal acceleration on both sadles).

It should be possible to impose a weld bead dimension in the "brackets and lifting accessories" masks. This value is set at 0.7 x the minimum thickness of the shell or wear plate. In the case of large thicknesses, this results in an unfeasible wel...

AutoPIPE's analysis is blocked if total number of points (piping points+ soil points + frame nodes) is greater than 10,000. Suggest to increase the limit number of node points from 10,000 to 100,000 or more.

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.

Currently, the Ring Tool is limited to apply all Run Branch types or all Tee Branch Types. Why doesn't the tool allow the user to independently define which nodes need to be tees or runs? See attached screenshot for details.

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.

Working with existing or future segments in large systems, it would be great to have a option to change their segments plot (like adding transparency). Something similar to older software like Triflex (see attached image).

When creating stress isometric drawings, my team typically exports a .dxf file of the AutoPIPE Model. We are only concerned with nodes that represent support locations, however, there is no option to export only support nodes. Having this option a...

In the European Union we design wind loads acc. to EN 1991-1-4 (Wind), hence it would be nice if wind loads are implemented as in other pipe stress analysis programs.