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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...
14 days 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...
14 days 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...
14 days 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 ...
14 days 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...
14 days 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....
15 days ago in OpenBridge Modeler 0 Planned

Geometric "intervals" (remove or hide)

When you are working with design you shouldn´t need to think about whether the elements you see on the screen are "real elements" or "intervals" - and it´s not so easy for the user to control if the program creates one or the other when you work. ...
27 days ago in Geometry / OpenRail Designer / OpenRoads Designer 0 Future consideration

Remove length restriction in offset geometry command

Please remove the restriction that makes it impossible to make the offsetted element longer than the base element. It is normally the direction that is important and the length can be edited afterwards. Otherwise add an opportunity to remove the r...
27 days ago in Geometry / OpenRail Designer 0 Needs review

File Branding Interoperability - By Schema

File branding by Product is problematic for Organizations where multiple software solution are deployed like OpenSite, OpenRoads, OpenRail and OpenBridge. The schema(s) within the file should be analyzed at file open rather than the last authoring...
over 1 year ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 1 Future consideration

Text favorite to honor math expressions

What I envision, would be the ability to define Math within a Text Favorite. So, let us say that "[[" would define the start of math in a text favorite. A text favorite could be created in that the value displayed, is math from element properties....
over 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 4 Future consideration