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Allow negative surface depth for Overlay Components

It is helpful to have corridor overlay components that follow the surface for the bottom option, and follow a set distance above the surface for the top option. This was achievable in PowerGeopak SS10 by inputting a negative number for the surface...
almost 2 years ago in Modeling 0

Add Picklist for Alignments for Station/Offset Expressions

Need the ability to pick alignments that are in the file or referenced in the file when using the new station and offset item type expressions. Manually typing them in is currently the only option. The attached screen shot shows where this would b...
almost 3 years ago in Item Types / OpenRail Designer / OpenSite Designer 3 Future consideration

Create cross sections from MicroStation elements

Ability to select lines for cross sections like in Geopak and to be able to import /export said lines for use. When you have miles of data and your sections are not perpendicular, selecting 2 end points per section is very time consuming.
over 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 6 Future consideration

Export XS (Cross Section) to 2D lines

Export the XS sheet or drawing model to 2D lines. And have the ability to export some dynamic XS to 2D lines and PDF it.
over 1 year ago in Import/Export / OpenRail Designer / OpenRoads Designer 2 Future consideration

Retain or be able to re-associate references when "One DGN Per Sheet" used to facilitate ProjectWise Integration

Many companies/DOT's use ProjectWise Explorer Client which will apply attributes such as sheet number and total sheets to sheet models via tags. The only way to apply this on multiple sheets is to use the "One DGN Per Sheet" option. If a reference...
over 1 year ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer / Workspace 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...
about 2 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...
about 2 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...
about 2 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...
about 2 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 ...
about 2 months ago in OpenBridge Modeler 0 Needs review