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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...
4 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...
4 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 ...
4 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...
4 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....
4 months ago in OpenBridge Modeler 0 Already exists

Allow for an elevation exaggeration in the 3d view/model

Letting users increase and decrease an exaggeration of the elevation data can help visualize drawings when looking from the side or angles.
over 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer / Terrain 4 Future consideration

Printing multiple signs to a single pdf.

With the ability to open multiple signs at once, it would be nice to be able to print all of the open signs to a single pdf. It would also be nice to have a print shortcut on the standard toolbar at the top of the ribbon instead of having to click...
about 2 years ago in OpenRoads SignCAD 0 Future consideration

Description Fields for Corridor Inputs

For the modeling and model review process, it would be helpful to have Description fields for common corridor inputs, such as Parametric Constraints, Point Controls, etc. that can be easily discovered using the Corridor Objects tool.
over 1 year ago in Modeling / OpenRail Designer / OpenRoads Designer 0 Future consideration

civil cell variables with expressions and variations

When we create parametric cells, we are able to use expressions to calculate values based on inputs, and in the properties of the cell, each of the variables (listed as visible) are shown, and you can adjust the cell from there. You can also creat...
about 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Future consideration

OpenRoads SignCAD Export to DGN - Customizable Settings

Currently, the OpenRoads SignCAD Export to DGN tool lacks the granular control over import settings (e.g., Sign Panel level, Sign Scale, Dimension Font, etc.) available in the SignCAD to DGN application that operates within an active session of Mi...
9 months ago in OpenRoads SignCAD 0 Future consideration