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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...
27 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...
27 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...
27 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 ...
27 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...
28 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....
28 days ago in OpenBridge Modeler 0 Planned

Turnout profile elevation in reports

We need the ability to get the profile elevation from the turnout points to the turnout report.
11 months ago in OpenRail Designer / Turnouts/Crossings 0 Needs review

Enhancement to Auto Update Field Codes on Point Features when Field Code on Linear Feature is Updated

If a user changes a linear feature code, the expectation would be to also see the feature codes on the points that make up that linear feature change accordingly (if the linear feature was dependent on these points features and the appropriate lin...
about 1 year ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey 0 Planned

Have different icons for each version of a civil product

The current desktop icons are the same color for all versions and is confusing with multiple versions installed. If the icons for each version was a different color for each release it would make for quicker identification of version.
over 2 years ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenRoads SignCAD / OpenSite Designer / OpenTunnel Designer 3 Will not implement

At Linear Template corner, give option for PI or radius

When creating a liner template in a 90° corner or similar, the software would create an external tanget drop and not a rounded or chamfer one. See image attached, red flags what the result I want.
about 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 7 Future consideration