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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

Request for Sideslope End Condition Targets Between Multiple Roadway Alignments in ConceptStation

This product idea proposes an enhancement to ConceptStation that would allow the sideslope end conditions on multiple roadway alignments to target each other to prevent overlapping slopes. Currently, this is only possible with the intersection, ro...
about 1 year ago in OpenRoads ConceptStation 0 Needs review

Developing Grasshopper Plugin for RM Bridge

The world famious bridge softwares such as Lusas, Midas Civil, Sofistik, Larsa 4D. All of them have been developed Grasshopper Plugin to increase the bridge modeling capacity. Lusas Grasshopper plugin: https://www.lusas.com/products/external_plugi...
about 1 month ago in Modeling / OpenBridge Designer 0 Needs review

Improve the Cant report such that the exact stations where speed changes is reported correctly

Currently we can generate the cant report with an specified interval. The issue with these report is that the exact station at which the speed changes can be interpreted incorrectly. for example. Consider an alignment in the with 100mph speed, dro...
about 2 months ago in CANT / OpenRail Designer / Reports 0 Needs review

Improve SiteOPS (OpenSite) grading engine

The OpenSite (SiteOPS) grading tool only allows for a minimum or maximum slope for each area or for the default propertie area. This doenst work with more chalenging terrains/projects. It should have a grading situation option: Min and Max for FIL...
about 2 months ago in OpenSite Designer 0 Needs review

Multiple linked speed schemes to each cant table

I would like to have the possibility to link multiple speed schemes/train categories to each cant table in a way that makes it possible to create a report that includes cant, cant deficiency, sudden changes etc, for all speed schemes in one place ...
7 months ago in CANT / OpenRail Designer 0 Needs review

DU tool to update node name by feature definition

The name of the nodes are defined at placement by the selected Feature Definition. It's common for it to be changed during the design process. For these cases, all altered nodes must be manually renamed. This usually is done through selection or u...
8 months ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Needs review

Ability to Export Profile Run To Consider Node Length

Currently it is not possible to export the alignment and profile from Profile Run with same station as it considers the nodes in the profile. We can select the conduit and export it, but this would be actual conduit length not the center to center...
2 months ago in Drainage and Utilities / Import/Export / OpenRail Designer / OpenRoads Designer 1 Needs review