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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...
17 days 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...
17 days 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 ...
17 days 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...
17 days 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....
18 days ago in OpenBridge Modeler 0 Planned

Driveway Profile Sheet Creation Tool

For our DOT, we need to show profiles for driveways. Since they are not large, it is expected to have 4 or more to a single sheet. In the current workflow, creating the drawing models and moving the drawing models to sheets to make this work is ti...
about 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Split Cross Sections if Elements in Model Extend Outside of Default Width.

Currently our DOT requires that if ROW lines (or any element in the corridor) are outside the width of the default XS width, the user needs to create an extension or split the XS's to be able to show all design elements and ROW labels. Currently t...
about 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Annotate Cross Section Locations In Plan

We often want to show the location of cross section in plan which can be done using the named Boundary Lines but they need to be annotated so you know what each represents e.g. stations/chainages or section names such as letters etc. There is a wo...
about 2 years ago in Annotation / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer 6 Future consideration

Enhancement to Create Project Node to Element Tool

There is currently not a way to project a node from the Drainage and Utility Model to an element (horizontal alignment’s profile model). Profile runs can be created and then projected onto the profile model by conduit linkage. With this enhancemen...
about 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Civil labeler-label slope along element between vertices for profiles and cross sections

Need ability to label slope along element between vertices for profiles and cross sections.
over 2 years ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration