Sounds like a good feature. I have requested that myself.
I suggest you write to Codeware and request the feature.
"Although this forum is monitored by Codeware it is not intended as a venue for technical support and should not be used as the primary means of technical support."
I would also be interested in a feature that translates nozzle loadings to the foundation & checks the local stresses created at the saddle-to-shell juncture as a reult of the combined loadings of wind/seismic/piping.
I currently have to go through quite a process to take this into consideration.
