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

Export to IFC/Export to SHP/Export Geometry to reprojected coordinate system

Part of our design process includes exporting Geometry lines to XML and exporting both IFC and SHP files. These assets get loaded into our GIS system. However, during the design process, we design off of a modified coordinate system, and our GIS s...
4 months ago in Import/Export / OpenRail Designer / OpenRoads Designer 0 Future consideration

Annotate part of element name on cross sections and profiles

I want to be able to annotate the names (and item type properties) of utilities on cross sections and profiles. For example, if there are 10 water pipes that have been surveyed and imported as 3D linear elements they will have unique feature names...
4 months ago in Annotation / OpenRail Designer / OpenRoads Designer 0 Future consideration

Modify the LLS part when placing a turnout.

Currently one could add an LLS part on a turnout. Unfortunately this is a standard value. Sometimes, when creating a horizontal geometry, it is necessary to ''shorten'' the LLS part (aka to place a fewer amount of long sleepers that a standard LLS...
4 months ago in OpenRail Designer / Turnouts/Crossings 0 Needs review

Ability to switch the priority of other end conditions within the end condition editor as an override.

Currently there is no way to use end condition exceptions and as an override switch between other end conditions within a certain station range. A simple addition to the override feature where you could temporarily change the priorities of the end...
over 1 year ago in OpenRail Designer / OpenRoads Designer 0 Future consideration

Design profile view needs to allow annotation of projected geometry element annotation

External geometry projected into the design profile needs to be annotated to better inform what / where they are and assist in design processes like matching instantaneous grade
almost 3 years ago in Annotation / OpenRail Designer / OpenRoads Designer 0 Future consideration