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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 1 month 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 1 month 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 1 month 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 1 month 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 1 month 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 1 month ago in OpenBridge Modeler 0 Planned

Civil Labeler - option to place DUConduit annotation at endpoints only

Idea: ability to select the End point of linear features while setting the Civil Labeler placement. This functionality would help users to place annotation of DU links at end point only. This type of feature is useful to annotate the Drop Depth va...
3 months ago in Annotation / OpenRail Designer / OpenRoads Designer 0 Future consideration

Ability to set the default printer independently from the Windows Default Printer

SignCAD doesn't remember user defined default printer user set in Print Settings.
about 1 year ago in OpenRoads SignCAD / User Interface 0 Future consideration

Cross reference plan and profile sheet number annotation form Sheet Index

Add ability to cross reference the sheet numbers of plans that are in the sheet index. IE: referencing the profile sheet number on the plan sheet and vice versa.
over 2 years ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer / User Interface 0 Future consideration

Superelevation lanes have start and end points by default in tangents

Currently if you place a superelevation lane on a tangent alignment, no points will show up in the superelevation editor. I would like that automatically even in tangent sections, the start and end points are placed in the superelevation editor so...
about 1 year ago in OpenRoads Designer / Superelevation 0 Future consideration