In LEAP substructure modules, it would be helpful to be able to add loads to the footing, other than vertical earth. Sometimes there are miscellaneous components of the pier/abutment where the weight needs to be considered, but are not a part of t...

Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of pr...

Currently when defining the horizontal earth loading on an abutment, the only option is to have a triangular loading from top to bottom. The "Mag2" input box (for the load magnitude at the top of the load) is set at 0, greyed out, and cannot be ed...

When a load is defined in LBS, it is defined corresponding to a certain construction stage. However, there is no way to change the stage after the load is defined. The user has to delete the load and redefine it in a different stage. (e.g. allow a...

The user insists of adding Str III as a default combinations. It may be useful to create a default Str III combination (since now we have WL considered under design) instead of forcing the user to create a new combination that accepts WL. Please s...

Under commentary C2.5.2.6.2: "For straight girder system bridge, this is equivalent to saying that the distribution factor for deflection is equal to the number of lanes divided by the number of beams"

A column on drilled shafts can have different fixity locations for different load cases. Suggest allowing analysis of the same bridge with different fixities rather then needing to create multiple models with varying fixities for simplicity.

Add OpenRoads Designer Civil functions to Python integration allowing development of Python applications that can access/call the Civil Design processes within OpenRoads

Currently, in LEAP Steel, haunch self-weight is a system-generated load in the initial stage, so LEAP applies the load over the whole bridge. I recommend changing it to be a staged load like the deck slab self-weights, since haunches are poured co...

When creating sight visibility a 3D model is created with sight lines. Currently these sight lines are not able to be individually selected to provide a profile along the line. This option was available in MX SS4 and useful for checking some obstr...