Differential support settlement can create additional internal forces in beams. Right now there is no option to account for those forces.

When creating profiles/long sections for track vertical geometry, ORD creates an individual sheet view and model view for each sheet. This creates a large amount of work when trying to bulk annotate or export long sections for drafting. It would b...

The software is capable of quickly performing conceptual design, but currently supports very few bridge types, which cannot meet the needs for scheme presentation. Could you please add cable-stayed bridges, and suspension bridges? Also, provide se...

I would like to make a suggestion on an improvement to template design for 3D Modeling in ORD. The Rollover values tool in superelevation template design is incredibly helpful, as it saves time by calculating the proper shoulder super rates accord...

I would like the option to edit the font on the Leap Concrete, Substructure tab, Geometry Tab. This way the text displayed that shows the loads can be increased which can help when saving images for review and record keeping. Thanks

This may very well just be Another Bug, but Level Overrides do not seem to work with Profiles cut from named boundaries. When setting up the Profile View and displaying the different surface profiles that are desired, we can use level overrides to...

In PRT it was possible to snap a smart line to a specific chainage in plan by using the key-in 'SO=xxx'. In OpenRail the closest tool I can find is Civil Accudraw with station-offset toggled on, but I have found that often CivilAccudraw does not w...

We receive hand note with measurements along the track and at time we need to draw hundreds of crossection. Previously in BRT SS2

Would like to be able to have slope dimensions show a suffix of (SK) when showing skewed slopes or be able to define it to display with dual dimensions. The dual dimensions would show the actual plotted skewed slope 5.74:1(SK) and the designed slo...

Sometimes in track design, one must use different types of rails, say 60kg and 50kg rails. One could weld them and grind them together but this is a crude method. In Sweden they use what is called a transition rail, which in principle contain a sm...