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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 1 month ago in OpenBridge Modeler 0 Needs review

The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2

LBS V22.00.02.19CS0035224 Service Case 1233802: [CS0035224] The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2 Product Backlog Item 1233801: (VM):LBS:V22:The fatigue stress range calculation doesn’t fo...
about 1 month ago in OpenBridge Modeler 0

( OBM > Deck > Thickness variation) Deck variations remain normal to alignment.

I am attempting to model a 3 span concrete slab bridge with thickened haunches over the supports. I am using a typical deck template. My thickness variations are shown in the first attachment. The Bridge has a 10 degree skew angle at the supports....
about 1 month ago in OpenBridge Modeler 0 Planned

Ruled Copy Enhancement to Complex By Element Tool

There is currently not a way to create a ruled copy of an element when using the Complex By Element tool. Being able to create a ruled copy of a range of segments and curves into a complex element with a different feature definition would be a hel...
about 2 years ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Standard Report Formatting

We use reports generated in the Civil Reports Browser to export reports that go to contractors in the field. We often run into issues with the formatting of the report not being set correctly. This problem is compounded by the fact that formatting...
almost 2 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Reports 0 Future consideration

Want a warning when detach a reference file used by civil labeler with element association

When a corridor is based on an alignment from a reference file we get a warning when we try to detach the alignment reference file to minimize the chance of breaking the connection between the corridor and it's source alignment. Can we similarly g...
over 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / User Interface 0 Future consideration

Make Plan by 3D Element tool create Geometry with "Active Profile" to be usable

Unlike the OpenRoads v8i functionality for this tool, Plan by 3D Element does not create Geometry that has an Active Profile and therefore can't be used for the majority of functions users want by default, namely Point Controls (in ORD and OBM Dec...
almost 3 years ago in Geometry / Modeling / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer 0 Future consideration

Superelevation Reassign

Similar to the ability we have to redefine geometry and reassign corridors (like Complex Redefine or Corridor Reattach), a Superelevation Reassign tool would be very useful. For example, if we are evaluating 2 different alignments/profiles and wou...
over 1 year ago in OpenRail Designer / OpenRoads Designer / Superelevation 1 Future consideration

Deed Writer should be able to handle calculated inserts in the phrase option inserts.

This would allow for the phrase option inserts to use calculated values. Currently some phrases that we want to create as a phrase option have calculated values, but some do not.
11 months ago in All Other / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Developing Grasshopper Plugin for RM Bridge

The world famious bridge softwares such as Lusas, Midas Civil, Sofistik, Larsa 4D. All of them have been developed Grasshopper Plugin to increase the bridge modeling capacity. Lusas Grasshopper plugin: https://www.lusas.com/products/external_plugi...
about 1 month ago in Modeling / OpenBridge Designer 0 Needs review