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When exporting to the IFC, keep a different identification for each item.

When exporting the IFC, each element is identified by a default value. For example, all solids come out with an identification as smartsolid. This makes it very difficult to search for an element in the model.
6 months ago in Import/Export / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer 3 Needs review

ORD DU File Recovery Tools

ORD DU File recovery tools would be extremely handy when dealing with support issues. I've had to deal with a support ticket where the file is crashing upon opening several times now, and being able to run some tools outside of ORD would be extrem...
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 3 Future consideration

turn on "settings from design model" via variable for all sheet seeds

The new setting called "settings from design model" is a great feature, allows plan view updates in the design model to propagate to drawing models and sheets. so its basically a "container" file. unfortunately, this is set in the sheet seeds only...
almost 3 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 2 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...
3 months 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...
3 months 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...
3 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...
3 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 ...
3 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...
3 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....
3 months ago in OpenBridge Modeler 0 Already exists