In previous products, the user was able to drawing a pattern lines by inputting stations and offset lengths (for an individual station or for the entire alignment length). The new process of creating pattern lines with Civil AccuDraw is a massive ...

Based on service now case CS0300323, item types attached to drainage/utility nodes through feature definitions are not visible in MicroStation or i.dgns. However, if the item types are attached manually to nodes they are visible outside the civil ...

It would be great if we could control the vertical end cut orientation of the concrete girders: Normal (as is) and Vertical (plumb to the world). Also, we often have to clip the corners of girders when bridges are on heavy skew. Would be nice to b...

We would like to be able to create cross section sheets by referencing previously created boundaries in a similar manner to how we currently are able to use Plan and Profile Named Boundaries across references.

We would like to calculate and report area and volume in each height and gradient ranges. Any functions to report this? Or the only method is to create delta surface and analyze in excel and plot again on graph? Or is there any method to extract b...

I would be helpful in many chases to be able to set Huanch to be above Top Flange of Steel Beam, or even to set it in any place of Beams Hight.

In Drainage & Utilities, the 3D line and the 3D object for a pipes(conduit/link) is placed on same level. It would be great to have them on different levels - also because it can be a demand from from clients in Denmark, that the line is place...

I have imported several groups of horizontal event points such as viaduct start and endpoints. The points include their point description. I would like to report Station, Easting, Northing and the point description but the "Horizontal Alignment Ev...

Part of our design process includes exporting Geometry lines to XML and exporting both IFC and SHP files. These assets get loaded into our GIS system. However, during the design process, we design off of a modified coordinate system, and our GIS s...

The Sheet layout for alignment plans is not used verry much because it often places the sheet break within intersections. An intersection should be on one sheet without a break. Can the process of creating the sheet layout be updated to select the...