Please update the software so to allow modeling additional exterior beam starting at abutment and ending before support lines and the added beam not parallel to the other continuous beam for multi-span unit.

Our bridges are designed with a haunched (or angled) soffit at the outside edges of the deck. These extend from the outside edge of the deck down to the top of the outside girder flange. Right now, this can be fudged in a deck template on a straig...

Interface Currently, writing expressions in expression builder is only slightly better than writing code in notepad. The interface could be enhanced similar to Visual Studio with colorized classes, methods, and properties, colorized brackets with ...

In the Place Bearing Under Beams Tool Setting window I'd like to see the Bearing and Grout Pad/Bevel Plate sections switched to reflect the actual order of the parts of a bearing, like the material list below it. So that the Grout Pad/Bevel Plate ...

Need the ability to create corridors in OBM

Currently, the View Independent option for Civil Labeler is not available for labels with leaders. Expanding this option to include labels with leaders would be highly beneficial. It would allow labels to be placed in the Default model for the ent...

We need a way to intelligently copy/replicate placement parameters from one object to another. Like wingwalls, etc. Yes, I know you can add things to the workset library, but that doesn't cover offsets, stationing relations, etc. Similarly, it won...

Currently, if a bridge is modeled in OBM using variable columns with a round cross-section, that column cannot be accurately transferred to LBS, nor can a variable-round cross-section be defined, analyzed, or designed within LBS. This is a big hol...

Much like the "Break Void" line where the elevation of the graphic is honored in the Terrain, a "Break Island" should also exist to prevent improper triangulation.

Adding the ability to assign an offset length for the centerline of bearings within the bridge wizard. The program defaults to 9" from the working line of joint. Alabama uses 1'-0" as a standard at piers/bents and we have a standard range between ...