The need to incorporate structural designs/external format files(Revit/Tekla/AutoCAD/Civil3d/12d) as 'design' items to enable interface connections from a single source without manual rework/recalculation on every external revision. this would als...

We sometimes need to make updates to dozens or hundreds of feature symbologies and feature definitions, or we need to export a list of features for documentation/training purposes. Currently, we have to do this one by one, which is maddening. Plea...

A station base report between existing rail strings (left rail, right rail) to determine values in the xml report viewer for existing gauge and cant or sixfoot and stagger

I believe OpenBridge modeler missing function to place horizontal bracing between girders (angle or CHS member) CHS preferable.

A way to reference in multiple DGNs simultaneously. At the moment if I bring in 50 DGNs I have to click OK 50 times. There should be a way to apply reference settings to all and select reference all with one click.

In my experience, it's common to tie a proposed vertical alignment into an existing vertical curve. This can be easily done with the geometry tools. However, the annotation is only drawn to where the proposed geometry terminates. While technically...

When using any of the labeling and annotation tools, some situations end up with trailing zeros. When users manually labeled such occurrences, they would omit any trailing zeros. Other distance values allow this type of operation, but stationing d...

Option to place beam as the cell.- In the case where the beam cross section (Template) is changing quite a lot in one span, when there are other elements attached to beam, penetrations in the beam or simply complex geometry of the beam it would be...

Please add the ability to copy an abutment or pier geometry/definition from one pier location to another. I would like to be able to design my pier geometry at Pier 1 based on my loading, and copy that pier design to pier locations 2 and 3. Simila...

We set our drawings in design setting as a slope Ratio, when producing the longsection they come out as percentage always. but it should come out as a ratio as per our settings. Why is it important, my Client wants it as a ratio