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Product Alignment of file vs File Schema - Need better compatibility between platform products in the same generation/schema

Please update the OpenX product(s) so that any DGN can be opened for editing no matter what product authored the file as long as it remains in the same Major schema version Suggest any DGN can be opened by any product (Site/Rail/Road/Bridge) regar...
12 months ago in Applications / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Profile annotation in the point shows slope of the middle of the left and right line

Please see attached file. User would like to be able to show slope of the middle of the profile lines, in annotation that is assigned to a point. Annotation shown on the printscreen.
over 1 year ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

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...
17 days 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...
17 days 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...
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....
17 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