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

Applications

Showing 1453

Join Function in Table Editor Function similar to in Bentley Rail Track Horizontal Check Integrity Box

The join function is not available to join two or more straights with the same bearing that falls under one 'Complex Geometry'. This is especially problematic currently for us as there is currently no way to join two straights (see 'ORD Join Funct...
over 1 year ago in Geometry / OpenRail Designer 1 Future consideration

Ability to define non-uniform cross section named boundaries

The ability to define the location and width of cross section named boundaries that are not uniform along the length of the project. For example, regular sections might be 500 feet wide but some areas require wider sections for ramps, side roads, ...
almost 3 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Future consideration

Edit the Civil Properties in an existing Sheetseeds.dgnlib

Could we edit the values in the sheetseed.dgnlib rather than having to delete and start over. We can see the Civil properties and standards change and evolve could there be a way to let an admin make changes to the values. Example I want to change...

Update to Manual for Bridge Evaluation 3 rd edition

The current version of LBC we're using references the Manual for Bridge Evaluation, 2nd Edition as the basis for bridge rating. I'm wondering if there are plans to update this to reference the 3rd Edition instead. If such an update is planned, cou...
about 1 month ago in OpenBridge Designer 0 Needs review

Interoperability of concrete diaphragm from OBM to LBC for open/close box beam types

There’s a need for improved interoperability between OBM and LBC when working with concrete diaphragms in open or closed box beam configurations. Specifically, the transfer of diaphragm data—such as start, end, and interior diaphragms—for box gird...
about 1 month ago in OpenBridge Designer 0 Needs review

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