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LBS add a special distribution factor for deflection (AASHTO Art. 2.5.2.6.2)

Under commentary C2.5.2.6.2: "For straight girder system bridge, this is equivalent to saying that the distribution factor for deflection is equal to the number of lanes divided by the number of beams"
1 day ago in Analytics / OpenBridge Designer 0 Needs review

Need bent plate connection plates for diaphragm and cross frames.

OBM does not currently allow for bent connection plates for diaphragms / cross frames. We need that ability to cover bridges skewed between 20 and 45 degrees.
about 2 months ago in OpenBridge Modeler 0 Planned
600 VOTE

Enhancing Named Boundaries: Updating Named Boundaries and Applying Geometry Rules

To enhance productivity and efficiency in live projects, we need dynamic Named Boundaries linked to Geometry. This includes the ability to update the shape or location of a named boundary after creating a sheet model, with the changes reflected in...
over 1 year ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 9 Future consideration

Series of Event Points

Ability to insert a series of event points, e.g., every 25 m along axis, in a single shot at once
1 day ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Circle registration marks needed for Zund cutter

The older 10.02.00.11 version had both circular and rectangular registration mark options. FDOT's Zund cutter does not work with the rectangular registration marks, and they need the circular registration mark option for cutting signs. Workflow in...
4 days ago in OpenRoads SignCAD 0 Future consideration

Add option depth of the cut for profile view drawings

1)CS0179668 Currently when we do profile view drawings we are creating a section cut with depth zero using the alignment as reference. When we have curved bridge in plan or a even number of girders, the cut doesn't show the girders because they ar...
about 1 month ago in OpenBridge Modeler 1 Future consideration

Change Display based on Either Properties, Display Styles, or Level Overrides

When Switching between state of a Structure Existing and Proposed, Removed, Etc. we need a way to keep the same Feature we should be able to Either Map to a property to choose the Level to Display or be able to overwrite the Level Via Display Style.
14 days ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer 3 Planned
125 VOTE

Add more Display Options for Placing Terrain Slope Labels at a Single Point on a Terrain

Currently, the only way to place a single point slope label on a terrain is using the "Analyze Point" tool which works ok, but there are no options at all for controlling the display of the label placed. We would like to have the ability to place ...
8 months ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Future consideration

Volumetric Meshes created as Scalable Meshes

For large scale projects, earthwork volumetric meshes cause considerable deficits in navigation performance due to the high count of vertices and faces to be calculated with each navigational operation. Use of scalable meshes for these components ...
2 days ago in Modeling / OpenRail Designer / OpenRoads Designer 0 Future consideration

Include column and shaft controlling service loads (RCPIER/LEAP)

When designing drilled shafts, there is no option to display controlling shear and moment loads (bottom of column). This is needed for the geotechnical engineer on designing th drilled shaft. For column design, it is sometime useful to also show c...
2 days ago in OpenBridge Designer 0 Needs review