The Live Load (LL) library in LBS currently allows importing .cs3 files, which are legacy formats from the stand-alone versions of CONSPAN and CONBOX (see screenshot below). However, in the latest releases of LBC under OpenBridge Designer (OBD), i...

In LBS (LEAP Bridge Steel), it appears that cross frames (CF) and stiffeners are not exported to the DGN file. The screenshot below is from LBS Tutorial 2, which highlights this limitation. The goal is to streamline CAD detailing by having LBS gen...

There’s a need for improved interoperability between OBM and LBC when working with concrete diaphragms in open or closed box beam configurations. Specifically, the transfer of diaphragm data—such as start, end, and interior diaphragms—for box gird...

The current beam hog modeling behavior is not as expected. While deck thickening can be applied, the supporting beams remain straight and do not conform to the underside profile of the deck. In reality, the beams should follow the curved shape of ...

Ability to set a target point that the tool fixes on when driving down the alignment.

We need a more Intuitive/Simplistic way of copying OpenRoads Data/Designs from one .dgn to another. Reason Being: Other disciplines (mechanical/structural etc.) reference our Civil Models into their designs and only want to see the latest versions...

I'll be honest, the implementation ORD's strength is the software's weakest point. Being able to visually see the model in the 2D default model theoretically sounds great but the execution is costing too much time and money on medium to large scal...

Add a button that will save the plotting view on a sheet model. So that after you adjust your levels, the sheet looks like you want it to print and you close the file, the next time you open it is still as you left it. Save settings does not do this.

Add ability to have dynamic direction- N,E,S,W preffix in the label for MH labels Text Favorites. In Auto CAD the option is called "pipe direction". Following is the example of output required. (S) INV 99.8m (N) INV 99.7M

Our current standard workflow for roadway corridor modeling is to create a pavement corridor then a corridor for each end condition Rt and Lt. I have seen many others including some Bentley folks use this method. It would be big time saver to have...