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Automatic/batch update of Profile 3D cut

This won't update immediatly when the 3D model is updated. This means that when going to plan production, all profiles needs to be refreshed.
about 3 years ago in Geometry / OpenRail Designer / OpenRoads Designer 3 Future consideration

Ability to Hide & Isolate all elements belonging to specific Corridors/Linear Templates

In Openbridge you can untick a Bridge in Explorer and it will hide that bridge in both 2d and 3d models. In OpenRoads, this functionality is very much needed for Corridors and Linear templates (similar to what we have for Feature Definitions). We ...
about 3 years ago in Modeling 1 Future consideration

Profile Superelevation annotation based on Crossfall to a Linear feature

For almost all our projects we require very precise crossfall transitioning at tie-ins to existing and situations at ramps where we project crossfall from one carriageway to another. It is not practical for us to report crossfall and copy the valu...
about 3 years ago in Drawing Production 0 Future consideration

Interoperability of concrete diaphragm from OBM to LBC for open/close box beam types

There’s a need for improved interoperability between OBM and LBC when working with concrete diaphragms in open or closed box beam configurations. Specifically, the transfer of diaphragm data—such as start, end, and interior diaphragms—for box gird...
6 months ago in OpenBridge Designer 0 Needs review

RMBridge--Seismic Eigen Analysis with CQC Method for Repeated Sub-Systems

In eigenvalue analysis of repetitive structures—where identical sub-systems exist independently within a single model—the same frequencies and eigenmodes are often assigned repeatedly to each sub-system. This leads to an issue with the CQC (Comple...
6 months ago in OpenBridge Designer 0 Needs review

Camber on the beam, Beam need to be curved and follow the underside of the deck without gaps- Australia specific

The current beam hog modeling behavior is not as expected. While deck thickening can be applied, the supporting beams remain straight and do not conform to the underside profile of the deck. In reality, the beams should follow the curved shape of ...
6 months ago in OpenBridge Modeler 0 Future consideration

The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2

LBS V22.00.02.19CS0035224 Service Case 1233802: [CS0035224] The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2 Product Backlog Item 1233801: (VM):LBS:V22:The fatigue stress range calculation doesn’t fo...
6 months ago in OpenBridge Modeler 0

( OBM > Deck > Thickness variation) Deck variations remain normal to alignment.

I am attempting to model a 3 span concrete slab bridge with thickened haunches over the supports. I am using a typical deck template. My thickness variations are shown in the first attachment. The Bridge has a 10 degree skew angle at the supports....
6 months ago in OpenBridge Modeler 0 Already exists

SET SORT ON ANNOTION GROUP

SET SORT ON ANNOTION GROUP. SOME ONE DID NOT PROGRAM RIGHT. SORT IS IN EVERYTHING ELSE.
over 2 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey 1 Future consideration

Copy Lines Drawn in Profile Window to Other Profile Window

In order to correctly design Crossovers, profile information needs to be sketched out between profile windows. This is very difficult without the ability to draw lines in a profile window and then copy them to a profile window for another alignment.
about 3 years ago in OpenRail Designer 2 Future consideration