All ideas

We have noticed that the software systematically considers all jackets as type 2 in the jacket closure calculation following ASME VIII -Appendixe 9

The Software calculate the fiber elongation according ASME SECTION VIII division 1 according UG-79. The term “t” is the nominal thickness for the component. For dished end it is only possible insert the minimum thickness and the calculation of the...

When we have a bogy flanged implemented in a cylindrical shell we need to define a thickness for shell and a thickness for flange (g0). Normally the both thickness are the same and the software only take into account the shell value for internal p...

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.

For this nozzles, the reinforcement is given by the head thickness but the nozzle neck calculation (cilinder under internal pressure) is missing, so the neck is not validated, only a message saying that the reinforcement is given by the head thick...

It is not possible to set 2.5 Convolutions (N). In some cases, I have to consider bellow with 2.5 convolution, but I cannot design as there is no option to enter this value.

Design non circular flanges according EN 13445-4 clause 10.7.

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...

Currently the straight flange portion of conical shell with knuckle cannot be specified in the conical shell UI, but a feature is proposed to include that in the UI as an input to model and create drawings and include in reports.