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

Design forces for cross frame members are not grouped and require significant post processing in order to design the cross frames. Can you add the ability to group the forces? For example, if i define 3 different types of cross frames (CF1, CF2, a...

Situation Description RM Bridge large model requires several days to complete execution when running vehicle influence line results. The current workflow for influence line calculation appears to be sequential, resulting in excessive computation t...

We need to be able to track alignment data to check sheet annotation. Would be very helpful to have an easy way to do this in sheets. Since an alignment or terrain would still need to be selected, the sheet scale shouldn't matter. This would work ...

Currently rebars assigned at top of stepped cap follow the steps. Please change this program behavior (or add an option) for allowing straight rebars.

For a built-up-plate girder, There do not appear to be any tools for designing the size of the fillet weld between the web and flange. Please add a tool to allow that weld to be designed. It is a typical part of a bridge and many competing product...

Currently there is only a singe input for concrete density in the prestressed girder design module. This density is used to calculate the weight of the beam and also the E modulus. There should be 2 separate inputs for density. One would be used f...

The program does not provide enough information to correctly design a very typical cross frame gusset connection. I have found that I can see the forces at the ends of the individual cross frame members which allows me to design the bolted connect...

Currently the camber can be presented at tenth points. It is very common to need to provide camber at field splice locations. Is it possible to add an option to the program to have it present camber at field splice locations?

Currently to design field splices, all of the splices must be analyzed individually with a click of a button and then each field splice has its own report. This can result in having to click lots of buttons and look through dozens of field splice ...