Skip to Main Content
Need Support? Let’s guide you to the right answer or agent.
ADD A NEW IDEA

Applications

Showing 1444

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...
13 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...
13 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 ...
13 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...
13 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....
13 days ago in OpenBridge Modeler 0 Planned

Creating a Surface Area Report

A physical report containing all surface areas and total area. Application use cases for this would include: -Useful for project planning and cost estimation. -Help determine material quantities. -Assists in environmental impact assessments by pro...
6 months ago in OpenRoads Designer / Reports 0 Future consideration

port all Regression tools from OpenRail to OpenRoads

There are some regression tools that were ported from openRail into openRoads in previous releases. However, they didn't port every regression tool. Most notably, they did not port the Vertical regression tools for creating a regressed profile. We...
5 months ago in Geometry / OpenRail Designer / OpenRoads Designer / Regression Analysis 0 Future consideration

Ability to annotate models over a station range

Currently, the only way to update Annotation is to update ALL or one drawing model at a time. It would be very helpful to be able to select a station range to remove and then update in one action.
over 2 years ago in Annotation / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer 2 Future consideration

Geometric "intervals" (remove or hide)

When you are working with design you shouldn´t need to think about whether the elements you see on the screen are "real elements" or "intervals" - and it´s not so easy for the user to control if the program creates one or the other when you work. ...
26 days ago in Geometry / OpenRail Designer / OpenRoads Designer 0 Future consideration

Remove length restriction in offset geometry command

Please remove the restriction that makes it impossible to make the offsetted element longer than the base element. It is normally the direction that is important and the length can be edited afterwards. Otherwise add an opportunity to remove the r...
26 days ago in Geometry / OpenRail Designer 0 Needs review