Make it easier to manage longitudinal spread slope. It's nice to input the slope in the properties per node, but consider making it integrated to the gutters used during bypass flow drawing of gutters.
When the a signs is generated and saved in OpenRoads Sign CAD the user will place the sgn file in OpenRoads or any CADD application as a cell. Making changes to the SignCad sgn file must automatically update the cell already placed in the Applicat...
Is there a way we can see if there is an overlap in the stations in parametric constraints labels? Like in InRoads, it highlights in orange color if there is an overlap in stations with same labels. This will help and save lot of design time, if t...
Point Control lock to to start and lock to end option should honor the corridor start and end limits
Actually , the lock to start and lock to end stations are defined by the start and end of alignment or feature the corridor it is based on. This makes the point control handles (in the 2d view) to be outside the corridor limits when the corridor i...
Cross section view should show Point name of a template drop
when using the point control function. It is expected to see the names of points of a template drop in the cross section view. This would be utilized when using the point control function.
Allow "Save Settings" to save your preferred default settings in the Feature Definition Tool Bar
Many users prefer different settings to be selected by default in the Feature Definition Tool Bar. Currently, "Persist Snaps and Rule" is always ON by default when opening a file but nothing else. Even if you turn this off, or activate another set...
Currently, is possible to create and personalice reports (Analise)using Item Types data, however,there is no relation back. It would be very benifecial if data added or even changed into the reports could be imported back into the model and Item T...
It would be great if we could create a field (text favorite) that would label the station begin and end of a named boundary for an index of sheets layout.
I would like to start using RM Bridge with shell elements for transverse analysis, however, I have just found out that currently it does not provide envelope results for shell forces, this is an essential tool for live load transverse analysis.