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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 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

Add Ability to Place Civil Label With View Independent Setting When Using Leader in Civil Labeler

I am needing to enable the View Independent setting in Civil Labeler on text favorites using leaders. For example, I am using text favorites in Civil Labeler (that require leaders) to annotate existing right-of-way and property lines information a...
over 1 year ago in Annotation / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 0 Future consideration

Allow Annotation Groups to use "Place Text Along" from MicroStation

For a plan annotation group, the ability for annotation text on arcs/curves and spirals/transitions to be placed to follow the geometry centreline curvature. The present options only allow the text to be placed as a tangential/perpendicular straig...
almost 2 years ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 3 Future consideration

Re-associate turnout to an alignment

When you create a new alignment, break a alignment and lose the turnouts or import a geometry it would be good to be able to re-associate or change the alignment to which a turnout are associated/connected to.For instance when I´m working with a c...
over 2 years ago in OpenRail Designer / Turnouts/Crossings 1 Planned

Direct Export Style from ORD - CSV for Survey

A new export style for exporting a file directly into Excel/Data collector from ORD needs to be created. The format would need to be a P,N,E,Z,D, Note export style. The File should be exported out of ORD in the same format that the CSV was brought...
about 2 years ago in Import/Export / OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey 2 Future consideration

Point Code and number included in the regression points

The point code and number should be included in the regression points so that it can be printed out and identified when you make a regression report. If you only see the stationing and offset from the geometry you cannot separate normal track poin...
8 months ago in OpenRail Designer / Regression Analysis 0 Needs review