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Ability to use Cross Section Named Boundaries across references

We would like to be able to create cross section sheets by referencing previously created boundaries in a similar manner to how we currently are able to use Plan and Profile Named Boundaries across references.
over 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer 1 Future consideration

Ability to reference in Navisworks model files

Currently our only option is to bring in Navisworks Simulate models is find the .DWGs that possibly populate it and bring each one in individually. The individual reference option misses out on any files from other software (such as smartplant) su...
over 2 years ago in All Other / OpenRail Designer / OpenRoads Designer / OpenSite Designer 2 Future consideration

Incorrect arc radius for turnout outer curve switch.

For turnout annotation, we need to add turnout with LLS Extension from the library. I know that it is possible to add LLS radius value for a defined curved turnout in the library, but for a complex project where there are a lot of curved turnouts ...
6 months ago in OpenRail Designer / Turnouts/Crossings 0

No subtraction of sleepers from ballast in corridor report

Corridor report does not subtract the volume of sleepers we added to the model from the ballast. I propose to add in the next version of ORD the possibility to subtract in the ballast the added sleepers.
6 months ago in OpenRail Designer / Reports 0 Future consideration

No possibility to set the lower limit height of the profile

When creating profiles using ,,Named Boundary”, I cannot set the lower height limit of the profile. I propose to add in the next part of ORD setting the lower height limit if we want to make one drawing sheet from profile. This would help with the...
6 months ago in Drawing Production / OpenRail Designer 1 Already exists

Frame action or double curvature to be considered when superstructure is integral with substructure

When a superstructure is integral to substructure for Leap Concrete, both girders in the superstructure module and columns in the substructure module analysis/ design should incorporate frame action for any design load cases such as breaking force...
6 months ago in OpenBridge Designer 0 Future consideration

Changing end condition priorities

Can there be a function which end condition priorities can be changed without modifying the template. For example if priority 1 end condition is for a fill batter and priority 2 is for a table drain. Over a given chainage range can a function be c...
over 1 year ago in OpenRoads Designer 2 Already exists

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...
12 months ago in OpenBridge Designer 0 Future consideration

add distance between VPI to annotations in profiles

We need this to label our profiles optimally there'd be two values, once the horizontal (projected) distance and once the true (slanted) distance between to VPI's
almost 2 years ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 2 Future consideration

Add/expose "external distance" value of a profile curve "to vertical in plan" annotations

We need to label this on plans.
almost 2 years ago in OpenRoads Designer 2 Future consideration