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...

“I would like to be able to set the IFC version, file name, and schema mapping file in my "ifc itwinexport" key-in, so that I can start an automated process.

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...

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...

💡 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...

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...

Currently, the only way to place a single point slope label on a terrain is using the "Analyze Point" tool which works ok, but there are no options at all for controlling the display of the label placed. We would like to have the ability to place ...

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...

Reinforcement is typically tied together and is 3D modeled to reflect that. For example, a U bar tied into longitudinal/vertical bars. When a section cut is taken, the drawing models appears to show a single long U bar and not 2/3 separate bars. B...