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...

Special Node/Option for Full recognition (reading civil information) and creation of Feature Definitions in GenerativeComponents. GC & Civil Packages would benefit greatly if we could automate the creation of Civil Lines (2D/3D) for subsequen...

Using display rules can be very difficult when you have nearly identical components on top of one another. We've all tried to eliminate this difficulty by using a ton of different templates, but that can be even worse when conditions keep changing...

Provide an option to quickly apply combined horizontal and vertical constraints to geometry elements. Where geometry lines (breaklines) intersect, they need to share a common elevation. The current process requires creating profile intersection po...

Ability to project a profile to an element from a superelevation lane.

There are many circumstances where the same Deck Template point needs to be Point Controlled onto multiple linear features. Currently the user needs to either create multiple decks/support lines or create Geometry that traces the original and join...

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...

In eigenvalue analysis of repetitive structures—where identical sub-systems exist independently within a single model—the same frequencies and eigenmodes are often assigned repeatedly to each sub-system. This leads to an issue with the CQC (Comple...

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 ...