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...

LEAP Steel does not perform any design checks for bearing stiffeners or intermediate transverse stiffeners to evaluate adequacy. This feature needs to be implemented so that the program complies with AASHTO article 6.10.11.

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

It would be very helpful if it were possible to load DGNLIB files on demand instead of automatically. One example of this is Sheet Seed DGNLIB files. We do not need those unless we are creating sheets, and creating sheets is a very, very small por...

implement Canadian CSA S6 standards in Leap Bridge Steel and make a tutorial with it We need 3 tutorials to apply Canadian CSA S6 standards in 1. Leap Bridge concrete, 2. Leap bridge steel and 3. RM bridge with "canadian" steps.

Currently, the LEAP Steel module only supports AASHTO design standards, whereas the LEAP Concrete module allows users to select both AASHTO and Canadian CSA S6 standards for structural design. This limitation represents a significant issue for our...

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 annotating elements using an affix (prefix or suffix) tied to a Text Favorite, OpenRoads currently annotates the affix even if the Text Favorite evaluates to a blank or null value. This results in: Stray symbols, separators, or units (e.g.,...

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.

It is too conservative and unnecessary to use a 1.2 load factor for the TU load case for design/analysis of substructures. The 1.2 load factor is only needed when calculating thermal movement for joints, expansion devices, and bearings as stated i...