Every other software that we use has an option to "compose" the forces from an individual set of shell and beams cross section at a specified location using a given effective shell width, for example two that I use: LARSA has "Compound Element For...

When labels are generated from a horizontal or vertical alignment such as PI, PVI, PC, PVC, etc (perpendicular or parallel to the alignment based on the workspace settings), please make them draggable with the same interface as conventional MicroS...

Currently, if an OBM model is defined with a strut/web wall between pier columns, the strut will not transfer to LBS, and there is no way within the LBS substructure design module to add a strut/web wall. This is a hug problem because we have brid...

MnDOT wants to start using wider 3-digit sizes (22.5"x18", 30"x24" & 45"x36") for some of the county shields within the Minnesota standard in OpenRoads SignCAD. The wider 3-digit sizes are needed for the M1-6M and M1-6a blue pentagon county sh...

When Switching between state of a Structure Existing and Proposed, Removed, Etc. we need a way to keep the same Feature we should be able to Either Map to a property to choose the Level to Display or be able to overwrite the Level Via Display Style.

New turnouts, verify branch geometry like in (BRTRACK button there was a button

Geometry connector for verticals, missing vertical geometry editor is an issue for Ramboll and other similar consultancies in Denmark

When is Open Bridge/Leap going to be updated to the AASHTO LRFD 10th Edition? Our D.O.T. is requiring all design to be with the 10th edition.

OBM does not currently allow for bent connection plates for diaphragms / cross frames. We need that ability to cover bridges skewed between 20 and 45 degrees.

Currently, for abutment and piers, when battered piles are used in combination with an embedment length, the pile location is set based on top of pile not the bottom of footing. When users input pile spacings into the pile layout dialog, it is not...