I want to be able to annotate the element item type properties attached to linear features displayed on cross sections and profiles using annotation groups. Currently any text favorites created from item types do not resolve to show the item type ...

A traverse adjustment tool would be useful when needing to balance the error of closure using the option of methods (the compass rule, the transit rule, and the crandall method)

Unlike BRT, ORD does not allow defining different cross-section outlines for the front, middle, and rear of a vehicle. This capability is critical for accurate clearance assessments, especially for vehicles with varying geometry (e.g., tapered cab...

Possibility to add/remove/change length of long sleepers sets in turnouts that are placed in a geometry. When you are working with existing geometry and there are turnouts with too long sleepers sets or if you by mistake place a turnout that has a...

Currently, the workflow to achieve this is in general case (including canted track) where profile = lower rail elevation is : Create lower rail of branch line: horizontal offset create rails on main: create rails command Extend slope defined by ma...

Existing cant annotation is often, if not always, required on profile drawing. Actually we must project rails onto the profile, create aliases, to extract level differences between existing rails whereas the information is fully available from reg...

Hello. We're building a tunnel and need OpenTunnel to be able to compare the actual data from the constructed tunnel (recorded via scanning) with the theoretical data from the designed tunnel corridor. There are other programs that do this: Istram...

To export IFC data from a DGN, we currently have to manually export each DGN. It would be extremely helpful to be able to export multiple files at one time, similar to the way the batch converter can convert multiple files to DWG format.

The current version of LBC we're using references the Manual for Bridge Evaluation, 2nd Edition as the basis for bridge rating. I'm wondering if there are plans to update this to reference the 3rd Edition instead. If such an update is planned, cou...

For final bridge plans involving a steel bridge, we need to report dead load deflections at either the 10th or 20th points along the span—from bearing to bearing. While the program does calculate these points, it currently measures them from the e...