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

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

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.

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 ...

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...

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...

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...

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?