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MVD is not defined when exported to IFC

In IFC Export, there is NO Model View Definition in exported IFC.

For steel beams- When we create stiffeners and use them in cross frame definition, regardless of the method used, the stiffener tables when opened default to the first stiffener in the OBM library rather than the stiffener used in cross frame definition

Currently when we create a new stiffener and then when we create cross frames using those stiffeners, they don't show up when you open stiffener definition after creating cross frames (the first stiffener definition within the selection is shown)
5 months ago in OpenBridge Modeler 0 Needs review

Add Conduit To Existing Profile Run

It would be very helpful if there was a way to simply Add a Conduit to an existing Profile Run. For example, I have a storm network modeled and a bunch of drawings created by using a Profile Run, but now I needed to add another conduit at the end ...
5 months ago in Drainage and Utilities / Drawing Production / OpenRail Designer / OpenRoads Designer 0 Future consideration

GIS Interoperability

I would like to see some of the tools from OpenCities, mainly the ability to read a geodata base, integrated into OpenRoads. Since Bentley Map was removed from the Select Series application and not added to the OpenRoads, we have very little GIS i...
over 2 years ago in Import/Export / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

See Coordinates of Objects in Model Space

Say if I had pre-cast units (say rectangular for ease of the idea), you can see the coordinates of the 4 bottom corners (or other named points) of the pre-cast unit if I click on it. This would show up in model space view as shown: https://imgur.c...
almost 3 years ago in Modeling / OpenRail Designer 0 Future consideration

Rm Bridge: Use local axis for leading envelope displacements when local axis results are being reported

When reporting envelope .sup files, the leading value when reporting displacements is always global, while the results displayed are either local or gobal (selected by the user). This is inconvenient for displacement envelope result reporting when...
5 months ago in OpenBridge Designer 0 Future consideration

Add point of reverse curvature on reverse parabolic transition

In the Superelevation Editor, being able to add a point of reverse curvature on reverse parabolic transitions will help when trying to manually define/adjust points of 0% cross slope.
about 1 year ago in OpenRoads Designer / Superelevation 0 Future consideration

Add superelevation point type of "crown removed"

In the Superelevation Editor, adding a "crown removed" option to the Point Type list would help when trying to manually define/adjust anywhere there is 0% cross slope.
about 1 year ago in OpenRoads Designer / Superelevation 0 Future consideration

Adjust bearing vertically

In order for the place bearing tool to work for as many instances as possible, we either need to be able to adjust the bearing's vertical location due to shim plate placement on an individual basis or else allow for different cells to be used at t...
about 1 year ago in Modeling / OpenBridge Modeler 0 Future consideration

Ability to use end condition exceptions on linear templates

Being able to use end condition exceptions for linear templates would be extremely beneficial for roadway designers. We often use end condition exceptions to turn off slopes in order to connect external features like ditches to the corridor. Not b...
over 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 2 Future consideration