Request to add the slope of an element in the properties tab. Why is it useful? Allows designers to check slopes at a glance without using dimensioning tools. Slope in relation to the global origin would be helpful for typical sections. However, i...

Add OpenRoads Designer Civil functions to Python integration allowing development of Python applications that can access/call the Civil Design processes within OpenRoads

The Columns tab in the Substructure Template UI is not user friendly for more than 1 column. The program seems to be doing too much to try to assist user entry, but it ends up causing the window to become glitchy and less functional. Ideally, a us...

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

Summary: Administrators need the ability to apply multiple precision formats within a single cross‑section annotation group. Current limitations prevent annotations from displaying ratios or percentages with mixed precision based on whether values...

Curved and skewed bridges often contain challenging geometric features, such as deck corners, diaphragm/cross-frame connections to girders. In these areas, the software is frequently unable to generate a reliable mesh using only the basic mesh set...

Currently, the only way to update Annotation is to update ALL or one drawing model at a time. It would be very helpful to be able to select a station range to remove and then update in one action.

Our bridges are designed with a haunched (or angled) soffit at the outside edges of the deck. These extend from the outside edge of the deck down to the top of the outside girder flange. Right now, this can be fudged in a deck template on a straig...

When using the Transpose tool, the software makes a copy of the element you are selecting to transpose, and that is the element that is reversed, leaving behind the original underneath. Most of the time I do not want a copy of the transposed eleme...

Integration of Gauss points results for line integrals seem to give less shell transversal moment results comparing to what is obtain in FEM shell results.