My agency uses girder stops at abutments and expansion piers. These act as guides that allow the girders to move freely during expansion, contraction, and seismic events without falling off the bearings. Modeling these would allow for more accurat...

My agency uses a lot of semi-integral abutments. in this type of abutment, the girders extend over the abutment wall and are locked together with a large end diaphragm block that also provides the pavement seat for the approach slab. I have provid...

With the ability now to create a label definition within an annotation group, it will be useful to have the label work with a cell. Currently, it seems to be limited to working with text placement. In a lot of cases, labels are required for signag...

To enhance productivity and efficiency in live projects, we need dynamic Named Boundaries linked to Geometry. This includes the ability to update the shape or location of a named boundary after creating a sheet model, with the changes reflected in...

Summary: When users turn levels off in the Default 3D models, that display state does not carry into cross section drawing/sheet models without opening them more than once. This creates unexpected sheet output where items that are intentionally hi...

Closed components in the template are currently saved as meshes when exported to, for example, DWG format, unless an additional manual operation has been performed beforehand to convert the meshes to solids. I would like to have an option to perfo...

We connect the pipe at the center of the node, and we are seeking functionality that allows the drainage properties to automatically calculate and display the inlet and outlet elevations at the inside wall of the node (see picture).

The formula for the Text Favorite "Profile Annotation.Parabola Sight Distance" appears to be hard-coded into the software. When SSD is not restricted by the curve (A < 1.75%), the output is listed as "INF'". Is it possible to make this output e...

It is common for inverted-T pier caps to also function as straddle bents. The superstructure only coincides with part of the cap length. Extending the ledge as out to out of the cap length is not a desirable detail in all situations. The current w...

Creating an enhancement that will compute for the elevation height between the bottom of the sleeper and the ballast capping, similar to the photo below where these labels were generated in another software.