I have a couple of issues with this 1 when you edit the cants its slow and the curser always jumps back to the top of the page, you cant simply go to the next line down 2 none of the automated cants are ever suitable. I'd like to be able to add in...

The user has created a line style that just shows the points (Begin, End, and Vertices). The line works fine with a straight line but does not show vertices along a curve. The line style is used in the Survey for the center line data shots. If the...

Currently when we create a new stiffener and then when we create cross frames using those stiffeners, they don't show up when you open stiffener definition after creating cross frames (the first stiffener definition within the selection is shown)

We are modeling a complex bridge in LBS and the bridge is flared. The flare has required the addition of shorter beams that are not full length to keep the beam spacing on the flared end reasonable. Currently LBS does not allow more than one beam ...

Differential support settlement can create additional internal forces in beams. Right now there is no option to account for those forces.

I had a situation where I wanted to model Interstate NB and SB as separate and cut them off of the median cl. I was unable to get the tie slopes to tie to existing ground when cutting cross sections. Adding "key stations" at a skew would resolve t...

Current Beam hog modeling is not as expected for Australian Bridges. Deck thickening can be applied, but the beams that support the deck do not follow the underside shape of the deck. The beams are straight, but really need to be curved and follow...

The software is capable of quickly performing conceptual design, but currently supports very few bridge types, which cannot meet the needs for scheme presentation. Could you please add cable-stayed bridges, and suspension bridges? Also, provide se...

Sometimes in track design, one must use different types of rails, say 60kg and 50kg rails. One could weld them and grind them together but this is a crude method. In Sweden they use what is called a transition rail, which in principle contain a sm...

Currently we can set up one spiral type for one DGN. If the geometry needs to be designed using different spiral type, we need the flexibility to allow the application of multiple spiral type in one DGN