RM BRIDGE, increase the naming character limits for load cases and load sets to more than 16 characters.

It is normally very difficult to know where to place the start point to get the next element where you want it, especially when there are transition curves involved. To place the endpoint of the element and let the start point move would be much e...

In civil labeler and the place text tools, it would be useful to have a "Background" toggle option for text. Right now, if we want text to have a background, we have to set it in the text style. Since there are varying situations where we want or ...

For large scale projects, earthwork volumetric meshes cause considerable deficits in navigation performance due to the high count of vertices and faces to be calculated with each navigational operation. Use of scalable meshes for these components ...

When designing drilled shafts, there is no option to display controlling shear and moment loads (bottom of column). This is needed for the geotechnical engineer on designing th drilled shaft. For column design, it is sometime useful to also show c...

It could be useful for different purposes to be able to create component meshes of defined length (construction, pre cast slab). I suggest to add at least 3 parameters to any component: length of the component: the question is then, where to measu...

When creating cut and fill meshes in ORD it creates the meshes for the entire design file. This applies a feature definition for both the cut and fill meshes that only allow for one applied shrink/swell rate. It would be helpful to be able to appl...

NR60 Mk2 turnouts to be included by default in the standard OpenRail definitions.

Currently Item Types with Expressions update whenever properties are displayed. etc and are always "live" even via referencing, etc. This causes many issues where the original Excel lookup spreadsheet or Civil data is not present (when viewed in M...

We create typical cross sections as part of our plan set. I've seen guidance from Bentley on how to use different parts of the 3D corridor model to cut cross sections in specific places and then use those cross sections as the typical cross sectio...