I'd like to be able to add shear studs on Cross-Frames (specifically Built-up End Diaphragms).

Currently ORD will create a top mesh and bottom mesh when a template is assigned to a corridor. However, when a template is assigned to a design non-corridor terrain, no top or bottom meshes are created. Doing so would be very useful for viewing o...

It would be extremely useful to have Analyze Point on every tab by default. That tool gets utilized a lot to evaluate all kinds of civil geometry.

Currently Corridors and Linear Templates are very poorly sorted in Explorer. These need to at least be sorted alphabetically to allow users to easily find the Corridor/Linear template they are looking for. Our major projects have dozens and dozens...

Not sure why it does this, but it doesnt make sense that the software processes when these are changed although they are disabled. To aid in productivity, especially for large corridors, the corridor should check if the Point Control / Parametric ...

I would like to start using RM Bridge with shell elements for transverse analysis, however, I have just found out that currently it does not provide envelope results for shell forces, this is an essential tool for live load transverse analysis.

In railway engineering, there is a growing demand for positioning of the tongue in turnouts. The proposal is to introduce a new point in the Feature Definition of turnouts, making it possible to specify the distance from point .1 to the Tongue. Su...

When we create cross sections for culverts, the cross section often needs to be created at a skew from the centerline. We are able to create these using the 2 Points option. This option, however, is limited. We would like for our cross sections to...

When needing to change a label or text across all cross sections, it would be very helpful to be able to add a toggle to search and replace text across all models, or select models.

I have tried using the line integrals for shell elements in RM Bridge, but the results are not accurate by around 10%. This is not acceptable. I was told by Ana Carla that the linear integrals results come from Gauss points integration, but I do n...