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Reporting Partial Item Type with Fence/Border

Need the ability to report a partial quantity for an item type. For example, I can use this.GetElement().LinearElement_Length to calculate the length of an element. But I cannot report part of the length with a fence or border. My only options in ...
over 2 years ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer / Reports 0 Future consideration

Add ability for Overlay/Stripping Top to follow the lowest between component and terrain.

We often need to provide volumes of additional excavation for substandard subgrade material to a certain depth. The easiest way to get this is through the Milling and Stripping functionality. You set the bottom of the component thickness and have ...
over 1 year ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Existing Cant

Currently in ORD existing cant can only either be viewed graphically in the curvature diagram or from within the cant editor. Current workflows to annotate existing cant in profile require the projection of both left and right rails in the vertica...
almost 2 years ago in CANT / OpenRail 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...
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