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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...
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 Already exists

Separate SUDA Seed and Feature Def DGNLIB

In the current software version it is necessary to have hydraulic prototypes, catalogs, ect. in the same dgnlib as any SUDA/SUE feature definitions. This is due to how prototypes and such are managed within the software. In the workspace/workset c...
5 months ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer 0 Future consideration

Custom Linestyles Drawn in a Profile View do not scale

When Drawing a Custom Linestyle in a Profile view. The linestyle is scaled with the vertical exaggeration. This makes the linestyle unreadable, and therefore cannot have custom linestyles in profile view unless re-drawn in the drawing model, which...
over 1 year ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Future consideration

Have a rules explorer, per item or files

How to know what rules are on a specific element. we can have rules per terrain, corridor, alignement in plan and profiles but there is no way to know what rules are associated within a particular element.
over 2 years ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Survey Media Files

Currently Survey Media files can only be viewed in the dgn file with the fieldbook. Can we get an enhancement to view photos when the survey fieldbook file is referenced to another file.
over 1 year ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey 2 Future consideration

Terrain label integrated with element template should able to rotate

The Element Template of the terrain are integrated with the Major /Minor Contour labelling and control by Text style for modification , This labelling is only in the orientation of the up Slope , and can not be rotate to down slope or control as p...
over 1 year ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer / Terrain 2 Future consideration