The new Line of Sight tool is a great addition to the visibility toolset, however, automated repetitive checks are still not possible. As the "standard" Line of Sight checks are usually for things like approach to stop lines and fixed objects, int...

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"

When I use the civil analysis tool, I sometimes place the displayed graphics (elevation, contour, triangle) into the drawing to have a record. The problem is when I am done with the graphic and want to remove them, I have to select each component ...

It would be beneficial to have the ability to specify surface math logic - Above Existing, Below Proposed, and Below "Floodplain" (variable plane) to get good floodplain volumes.

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...

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...

We have templates of all wagons running on the track and the survey data points of all trackside assets such as speed posts, curve ID posts, structure ID posts, fences, etc., It would be great if we could have the option to create a cross section ...

Colors would allow for quick visualization in plan view of major earthwork areas.

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...

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.