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Exporting entire LBS model (cross-frames, diaphragms and stiffeners) to DGN

In LBS (LEAP Bridge Steel), it appears that cross frames (CF) and stiffeners are not exported to the DGN file. The screenshot below is from LBS Tutorial 2, which highlights this limitation. The goal is to streamline CAD detailing by having LBS gen...
4 months ago in Import/Export / OpenBridge Designer 0 Needs review

Character Limit on Naming

RM BRIDGE, increase the naming character limits for load cases and load sets to more than 16 characters.
8 months ago in Modeling / OpenBridge Designer 0 Needs review

Add an option to place endpoint instead of start point in the "line/arc from element" tools

It is normally very difficult to know where to place the start point to get the next element where you want it, especially when there are transition curves involved. To place the endpoint of the element and let the start point move would be much e...
8 months ago in Geometry / OpenRail Designer / OpenRoads Designer 0 Future consideration

Profile Grid Text Annotation - Convert to Point Cell instead of Graphic Cell

Currently, when a profile is annotated along the grid, the text is placed as a Graphic Annotation Cell. For right to left profiles, the easeiest fix is to create Annotation Groups and Defs that basically annotate the text backwards. Then, the prof...
almost 3 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Clarify X/Y when using Civil Analysis

suppose you use the Civil analysis tool to track the mainline horizontal alignment to a point at the edge of pavement. It can be confusing for users to know if X/Y displayed in the dialog represents the point selected (e.g. at the edge of pavement...
almost 3 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / User Interface 0 Future consideration

Ability to Customize Superelevation Colors

As a highway designer I want the ability to customize the colors used for the superelevations.
almost 2 years ago in OpenRoads Designer / Superelevation 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...
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