We need the software to have capability in reporting to interpolate lift and slew values between regression points. Because currently when a complex alignment end point is between regression points the reporting only picks up the lift and slew val...

In Geopak Drainage, once you place a node and attached a catchment, you were able to see inlet calculations. This let the user know if they needed to shift the box to have an allowable spread. It would be great if we could get that feedback withou...

Geopak is no longer supported by Bentley. At some point, Geopak will not be installed on our machines, but we may need to get the calculations that reside in the GDF file. We need a method that will allow us to extract the information we need from...

It would helpful to be able to assign a highlight color to certain models in the model dialog. A lot of the time the files I'm working in have many different models and it can be difficult to locate the one I want quickly. I can give them appropri...

Allow in/out invert information to be pulled from node structure and not just conduit for the purpose of annotating plan sheets in bulk through annotation groups. Currently, whether using the civil labeler or annotation groups, this information ca...

I have a long list of signs that I have as part of a pick-list item type. From that selection, I have 3 other item type properties that are also set up as picklist selections, and the selections are filtered based on the sign pick-list selection. ...

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...

💡 Problem in Bentley Templates In Bentley software, defining dependencies between points requires creating a very large number of individual points. This makes templates complex, cluttered, and difficult to edit, since every relationship must be r...

Beam haunches should have more robust parameters or even model templates. some examples would be: the ability to allow exterior haunches to extend to the edge of deck independent of the top flange of the girder/beam. also allow it to taper to a ...

In the substructure reinforcement maybe need to be modeled in separate groups (using irregular dispatch, single rebar distribution etc.) to avoid obstructions like plies or girders that are cast into the concrete abutments/wingwalls. This may nece...