DU: add drop calculation to node invert depending on lowest conduit wall thickness
Some times, most common with concrete conduits, the node invert needs to have a drop in reference to the lowest pipe to acomodate its wall. This would later be filled to match.For construction and BIM purpose, this difference is important. Special...
A function that calculates the length of the tracks with turnouts withdrawn would be very helpful to calculate the amount of rails. The lengths of rails between turnout points 1 - 2 and 1-3 should be automatically redrawn from the lengths and repo...
When using display rules Type it would be useful to have an option of values between A-B, not only >, = , and >=. This way you can choose between multiple versions of a component. Example absolute horizontal 0-1 Curb type F, 1-2 type A, 2-3 ...
turn on "settings from design model" via variable for all sheet seeds
The new setting called "settings from design model" is a great feature, allows plan view updates in the design model to propagate to drawing models and sheets. so its basically a "container" file. unfortunately, this is set in the sheet seeds only...
Please add the option to use Civil Labeler in sheet models. For some sheets, there is no readily-apparent need to create a drawing model (e.g. for schematic-type drawings with no dimensions), so we only create a sheet model. Unfortunately, this pr...
You can name an element if drawn 1 at a time with tangents and arcs. But if you use Complex by PI you can't go back and name your elements to make it easier to report on your geometry.
Ability to have multiple superstructure types in one bridge definition. For example, steel main spans with concrete approach spans is currently defined as 3 bridges
Many bridges have approach spans that are smaller in length to the main spans. For example, a bridge that crosses over a railroad ROW may have prestressed concrete in the approach spans and a continuous steel bridge over the railroad, then the end...
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...
Equilateral turnouts as a separate element with its own geometry for both main and deviating track
Currently, in order to create en equilateral turnout, one needs to recreate one of the branches (with exact geometry) and then add the branch part. This process has a lot of inconsistencies and sometimes results in unexpected geometries ( transiti...
Annotation group for elevation, offset and point name
We need to annotate point name, offset and elevations in cross sections for rail Earlier it was being done in power rail using preferences. The drawing model scale annotation is 1:30. I tried adding point annotation using text favorite from civil ...