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RM Bridge update to use the correct AASHTO reduction factor for reinforced/prestressed concrete based on tensile strain in reinforcing at ultimate limit state.

The current RM bridge ultimate capacity calculations allow for material reduction factors only, which are not used by AASHTO for reinforced and prestressed concrete. AASHTO concrete reduction factors for flexure and P-M capacities are based on the...
over 1 year ago in OpenBridge Designer 0 Needs review

Civil Labeler - Elevations along Geometry with a given station range

It would be nice to be able to limit the elevation callouts (and other callout types) within a station range if possible. I.E > when labeling EOP/curb through an intersection, using the Elevation - Along geometry labels the entire element and t...
over 1 year ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Generate Report of Construction Pipe Lengths, Start-Stop Station, and Offsets based on Keymap

Would like to utilized Asset Manager or a similar tool to quickly obtain quantities for drainage structures, namely pipes, based on a keymap. The idea is to feed the tool a keymap file, a file containing shapes representing each sheet, the tool us...
about 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Set Left and Right Range {Search Distance} for Horizontal Feature Constraint in Templates

Allow a left and right max search range for Horizontal Feature Constraint as separate input boxes. Currently, if set to "0'", the search range is unlimited and items on the left side may find a matching feature definition intended for the right si...
about 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Future consideration

Update string name when changing feature definition

When applying a FD to an element it would be great if when you change the FD the FD name updates to the new FD default. e.g. Apply a shoulder FD (FD name - "ES") and then change to E1 LNMK (FD name - "LE") - the ES string name wont update to LE.
about 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Model horizontal cross bracing for steel girder bridge

Current OpenBridge Modeler version don't have ability to model horizontal cross bracing.
over 2 years ago in OpenBridge Designer / OpenBridge Modeler 0 Future consideration

External model checking process - by possibly running a report to identify where 3d conduit string lines have been placed - i.e soffit, centre, invert, crown or base, this will ensure all output data of conduits are consistent for construction.

This is useful to enable a) - checks to be carried out, b) - to identify possible conduits that require amending - to align with all others. This will enable consistent and accurate output data to be produced, that can be used to construct from.
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Cell in GC will have additional properties for IFC

Placed cells with Generative components on alignment which have assigned item types as additional properties. Those properties will be later exported to IFC. Now the additional properties are not shown in GC only in ORD.
over 2 years ago in Geometry / Import/Export / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 0 Future consideration

Customisable Track Design Parameters

There is currently no way to view what cant ratios and related cant values the software is applying to the alignment. Nor is there an option to change the maximum and minimum values applied. The software should have an option to amend the followin...
about 2 years ago in CANT / OpenRail Designer 0 Future consideration

Revise Limitation to LEAP/RC-Pier Wind Load Auto Generation Tool

I have brought the limitation to the Wind Load Auto Generation tool in the past, but this is becoming more important and an issue now, since I’ve been getting many comments from our clients and my coworkers on this. Currently, the wind load auto g...
over 1 year ago in OpenBridge Designer 0 Future consideration