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Corridor element override

End condition override tool allows edits to part of the template for a selected station range in plan view, but the tool only works with end condition components. Update the tool to allow overriding any component or part of the template.
7 months ago in Modeling / OpenRail Designer / OpenRoads Designer 0 Future consideration

There is no way to easily measure an area within a cross section.

In ORD when you attempt to measure the graphics within a XS View it appears that you get the surface area of the entire cut or fill volume. As a user, I need the specific end area for the element. Presently you have to trace the element with a mea...
over 1 year ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Allow population of annotations along Plan named boundary borders

Currently, profile named boundaries have the option to populate annotations using the named boundary border as a reference line. This is how the stations and elevations come in along the bottom of the boundary. Specifically in Indiana, we are aske...
about 2 years ago in Annotation / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 0 Future consideration

Automatically adjust structure Hight to include pipe thickness

it would be more accurate to calculate the structure Height if when a pipe is connected to a structure that the bottom base slab was adjusted to be below the wall of the pipe. this would also make the 3D model look better.
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Planned

Add Geopak Pattern Lines

In previous products, the user was able to drawing a pattern lines by inputting stations and offset lengths (for an individual station or for the entire alignment length). The new process of creating pattern lines with Civil AccuDraw is a massive ...
over 2 years ago in OpenRoads Designer 4 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...
4 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...
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