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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...
4 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...
4 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...
4 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 ...
4 months ago in OpenBridge Modeler 0 Future consideration

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...
4 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....
4 months ago in OpenBridge Modeler 0 Already exists

Annotation at interval - Omit Start/Omit End

In annotation group we can manage annotation at interval (even of) and at points where we have POB/POE. But it is not possible to ignore point of start and/or Point of end when annotation at regular interval. We can skip some specific interval usi...
8 months ago in Annotation / Drawing Production 0 Future consideration

ONE DIALOG BOX TO MAKE SETUP

ONE DIALOG BOX TO MAKE SETUP. SO YOU CAN SET ANNOTION GROUP, FEATURE SYMOLOGIES, FEATURE DEFINITIONS, ELEMENT TEMPLATE AND SET LEVEL OF TEXT FOR AUTOMATIC ANNOTATIONS. REALLY CUMBERSOME TO HAVE TO GO TO SO MANY OTHER PLACES TO SETUP FOR ONE CODE
over 2 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey 0 Future consideration

Expand Text Favorite Fields to the limit

Text Favorites are great. This is the primary way we transfer information from the model into intelligent annotations. Their functionality needs to be expanded to cover, quite literally, anything. If a property is discoverable anywhere in the desi...
over 1 year ago in Drawing Production / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 0 Future consideration

Creating virtual signaling elements in ORD with the tool Equipment

Curently is not possible to represent signalling virtual elements that are related to an area extent and depend from 2 elements or Pk start/end. For example a neutral section, or emergency stop area, or track circuit.
about 2 years ago in Low Voltage Assets / OpenRail Designer 0 Future consideration