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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...
about 2 months ago in OpenBridge Designer 0 Needs review

Allow automatic POI definition from bearing to bearing (for camber and deflections)

For final bridge plans involving a steel bridge, we need to report dead load deflections at either the 10th or 20th points along the span—from bearing to bearing. While the program does calculate these points, it currently measures them from the e...
about 2 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...
about 2 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 ...
about 2 months ago in OpenBridge Modeler 0 Needs review

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...
about 2 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....
about 2 months ago in OpenBridge Modeler 0 Planned

Update Standards from Dgnlib needs to allow user selections

Please adjust the "update standards from dgnlib" in Explorer to allow for more user control for what will update. I also want more visibility any active file, project resources that are different compared to the dgnlib resources. Consider a situat...
about 2 years ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer / Workspace 1 Future consideration

OpenRoads SignCAD - More tool options in the Quick Access Toolbar

Currently the customization options for the Quick Access toolbar only allows for showing the Open, Save, Undo, and Redo tools. Having access to add other backstage and ribbon tools such as Print, Import, Export, etc. would be a much-needed quality...
about 1 year ago in OpenRoads SignCAD / User Interface 0 Future consideration

Request for Capability to Modify Roadway Template Symbology to Distinguish Existing Facilities from Proposed in ConceptStation

This product idea is requesting for the capability to modify the symbology of roadway templates to display as "existing" (grayed out or dashed linework) in order to distinguish proposed roadway elements from existing infrastructure in ConceptStati...
11 months ago in OpenRoads ConceptStation 0 Future consideration

Request for Capability to Display/Not Display Specific Components of the Roadway Model in ConceptStation

In ConceptStation, the entire roadway model is in the same display category (Road) such that it is not currently possible to turn on/off specific components of the model – for example, cut/fill sideslopes. This product idea is requesting for diffe...
11 months ago in OpenRoads ConceptStation 0 Future consideration