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Warning if we attach a dgn with ss4/ss10 schema data

As projects are still transitioning to ORD, I propose for a warning in ORD if someone tries to attach a reference dgn file that includes ss4/ss10 civil schema. As I understand it can be dangerous to mix these types of data especially if something ...
about 2 years ago in Functional Areas / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Allow multiple live load vehicles in Leap Bridge Steel to be exported to Substructure Analysis

Currently, when exporting the Leap Bridge Steel (LBS) to perform substructure analysis, you can only export one live load vehicle at a time. Our project has two separate vehicles to be analyzed. One workaround is to export the loads, close the fil...
about 2 years ago in Import/Export / OpenBridge Designer 0 Future consideration

Revise Limitation to LEAP/RC-Pier Wind Load Auto Generation Tool

I have brought the limitation to the Wind Load Auto Generation tool in the past, but this is becoming more important and an issue now, since I’ve been getting many comments from our clients and my coworkers on this. Currently, the wind load auto g...
over 1 year ago in OpenBridge Designer 0 Future consideration

Limit the types of models that can have coordinate systems

Would be nice if the non-indexed profile models and cross section models prevented users from being able to assign coordinate systems. Also would be nice if coordinate systems weren't able to be attached to sheet models either. Since coordinate sy...
over 1 year ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 0 Future consideration

Add loading options in LEAP Concrete (Previously known as RCPIER)

Provide an option to enter girder properties for both the back span and fwd span if varying girder properties between back and fwd span When generating moments due to braking force, provide an option that distributes the moment divided by 10 and a...
over 1 year ago in OpenBridge Designer 0 Future consideration

Existing Top of Rail Elevations

Needs a more efficient way to annotate existing top of rail elevations in a profile view.
almost 3 years ago in Annotation / Geometry / OpenRail Designer 2 Future consideration

Change Text Favorite element attachment/selections

When using text favorites that are based on an alignment (station/offset), these text favorites can break if the alignment changes or is dropped or it can't find it. As far as I know, when this happens, there is no way to reassign the text favorit...
about 2 years ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Project Geometry Using Active Feature Definition

When projecting various 2d geometry or 3d linear geometry the user is first required to set the active feature definition in the feature definition toolbar so that the project geometry shows up on the correct level, ect. It would speed things up i...
about 2 years ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer / User Interface 0 Future consideration

Allow modeling of Pier Segments with different cross section

For Segmental Bridge Modeling, Pier caps segments typically have diaphragms built in and are a different cross section than the other typical segments. OBM should allow this to be modeled.
almost 3 years ago in Modeling / OpenBridge Designer / OpenBridge Modeler 0 Future consideration

Add option to use only centerline radius for superelevation calculations

Provide an option or new method to use the centerline radius (instead of inside lane radius) for divided highways that use a Crown pivot method. The Divided Inside pivot method already does this for divided highways that pivot about the inside lan...
almost 3 years ago in OpenRail Designer / OpenRoads Designer / Superelevation 0 Future consideration