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 will use ORD as an example. I, along with many others, have chosen to remain on ORD 10.12 due to a constant string of issues with more current releases. Most recently, I tried to upgrade a project from 10.12 to 24. This resulted in my Text File ...

This addition would allow a truck other than the AASHTO Fatigue truck to be checked for the fatigue load case when the design criteria require a different truck. Currently, it is NOT possible to check the fatigue load case for a live load other th...

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...

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...

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...

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...

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 ...

OBM does not currently allow for bent connection plates for diaphragms / cross frames. We need that ability to cover bridges skewed between 20 and 45 degrees.