Currently we can not annotate the grade difference on the profile parabola, We can use the Item types to build a expression to calculate the grade difference and then use the civil labeler, but this workflow works only if the profile is not comple...

Need the ability to see wall symbology but not centerline. If the centerline symbology is set to construction class so are the inside/outside walls and they don't print. If the centerline is set to 255 the inside/outside walls do display in print ...

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...

The ability to use an offset to create a single line alignment based on a regression line that was created by points. This ability would allow the user to create a centerline alignment based on monuments/survey points located a specified distance ...

Both for Italy and French: we need to be able to annotate in plan, profile and XS the Event Point Description

In ORD it is possible to do a Profile Offset Transition. This methode makes a vertical offset. In case of a slope, the difference between the vertical offset and the normal/parallel offset is different. For large slopes, this is differences is too...

This will be useful because it will allow us to create a legend cell of the TIN files like in GEOPAK. https://www.youtube.com/watch?v=BFVsRRx-4qY

OpenBuildings CATALOGs make it very easy to manage and retrieve data from multiple elements. Really making the I from BIM work. There is nothing similiar to that in OpenSite or OpenRoad, but it should! A very simple example is ifc shema class defi...

Every other software that we use has an option to "compose" the forces from an individual set of shell and beams cross section at a specified location using a given effective shell width, for example two that I use: LARSA has "Compound Element For...