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RM Bridge update to use the correct AASHTO reduction factor for reinforced/prestressed concrete based on tensile strain in reinforcing at ultimate limit state.

The current RM bridge ultimate capacity calculations allow for material reduction factors only, which are not used by AASHTO for reinforced and prestressed concrete. AASHTO concrete reduction factors for flexure and P-M capacities are based on the...
over 1 year ago in OpenBridge Designer 0 Needs review

Civil Labeler - Elevations along Geometry with a given station range

It would be nice to be able to limit the elevation callouts (and other callout types) within a station range if possible. I.E > when labeling EOP/curb through an intersection, using the Elevation - Along geometry labels the entire element and t...
over 1 year ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Implement Beam hog modeling aligned to Australian Bridge design

Current Beam hog modeling is not as expected for Australian Bridges. Deck thickening can be applied, but the beams that support the deck do not follow the underside shape of the deck. The beams are straight, but really need to be curved and follow...
about 2 years ago in OpenBridge Designer / OpenBridge Modeler 0 Needs review

Openbridge: add the ability to have curved abutment and or curved retaining wall

Openbridge: add the ability to have curved abutment and or curved retaining wall
almost 3 years ago in Modeling / OpenBridge Designer / OpenBridge Modeler 0 Future consideration

How can I design a turnout in 3D. Not only the rail but also all other details, such as sleepers, tongues, etc

Up to now the rails of the turnout can be created in 3D as 3D rails, but the turnout has many other elements, above all the sleepers are divided and all have different dimensions. How could this be created as 3D elements?
about 2 years ago in OpenRail Designer 1

Ability to Edit Event Point List within Actived Referenced DGN

Activating a referenced dgn with geometry does not allow editing the Event Point List.
almost 3 years ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

External model checking process - by possibly running a report to identify where 3d conduit string lines have been placed - i.e soffit, centre, invert, crown or base, this will ensure all output data of conduits are consistent for construction.

This is useful to enable a) - checks to be carried out, b) - to identify possible conduits that require amending - to align with all others. This will enable consistent and accurate output data to be produced, that can be used to construct from.
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Allow user to change default settings

When I open a profile view, the default vertical exaggeration is 10. That is way too much. And I hate having to change it every time I open a profile view. Everyone is diffferent, though. I'm sure some folks love it. It would be nice if there was ...
about 2 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / User Interface 1 Already exists

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