This is a newly introduced article, for checking girder stability during construction stages when the section is non-composite.

The Superelevation Report (SuperelevationToCSV.xsl) produces superelevation control lines without parabolic curves at transitions because the stylesheet is not coded to export Non-Linear Curve Lengths. Additionally, it is NOT currently possible fo...

I am looking for a tool to modify the label settings after a civil label has been placed. In SS10, we had plan view labeler which could choose your style, delineator, and leader before placing and then after it has been placed it there was an edit...

Revised Justification for DU Cell Enhancements If Drainage and Utility (DU) cells could incorporate linear and point features, these elements could be utilized as break lines within graphical filters for terrain modeling. Additionally, such featur...

Users would like a reviewer to be able to open a DGN read-only and select different terrain symbology overrides to view terrain information.

Users would like the ability to turn on/off temporary decorators so that they can easily work with points in the DGN, but not affect plotting/referencing.

Currently the Node-Connect Pipe Flex Table can report -Pipe- Label, Description, Rise, Inverts (Start & Stop), and Size. It would be useful if the angle of each pipe could also be included. Often in design need to verify a minimum distance bet...

The application (ProConcrete standalone/ProConcrete within OBM/Rebar Modeler in OBM 2026) only allows selection of a schedule generator template from a local drive. When the user tries to create rebar schedules using Schedule Generator, clicking t...

Currently, the only way to place a single point slope label on a terrain is using the "Analyze Point" tool which works ok, but there are no options at all for controlling the display of the label placed. We would like to have the ability to place ...

Having the ability to quickly check both existing and design crossfall/superelevation would increase efficiency within the program as there would be no requirement to run a template and report to evaluate existing cross slopes