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LBS allow user to change the stage a load is applied

When a load is defined in LBS, it is defined corresponding to a certain construction stage. However, there is no way to change the stage after the load is defined. The user has to delete the load and redefine it in a different stage. (e.g. allow a...
3 months ago in Analytics / OpenBridge Designer 1 Needs review

Station Offset Report

When working on Finish Grade Elevations, I have been utilizing the Station / Offset Tool in the OBM Geometry Report flow to capture my T-line points along Beam Lines and print the report for documentation. The bridge I am currently working on is o...
7 months ago in OpenBridge Modeler 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...
7 months ago in OpenBridge Designer 0 Needs review

OBM Longitudinal Bearing Slope

In OBM, when using the "Modeled as sloped bearing seats" option, I expected the bearing seat to slope longitudinally as well—not just transversely. This is especially relevant for precast bearings, which often consist of a variable grout pad and a...
7 months ago in OpenBridge Modeler 0 Future consideration

OBM Change in the Direction of the Slope

I'm currently developing a bridge model that includes a gore area, and I'm encountering some modeling challenges. The main issue is with the deck slope: the slope direction changes across the width of the bridge, but the deck template is constrain...
7 months ago in OpenBridge Modeler 0 Future consideration

Slope direction from auxiliary alignment

In modeling a gore area, I need the slope direction to follow an auxiliary alignment. However, when using corridor information from OpenRoads Designer (ORD), it becomes incompatible with OpenBridge Modeler (OBM) if there's a change in slope direct...
7 months ago in OpenBridge Modeler 0 Future consideration

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...
7 months ago in OpenBridge Designer 0 Needs review

Barrier Feature definition for Deck & Approach Slab

Need new Barrier Feature definition separated for Deck & Approach Slab.
7 months ago in OpenBridge Modeler 0 Future consideration

Circular Eccentric Nodes should have the ability to have a rotation point at the center of the structure.

Circular eccentric nodes, like manholes, should have the ability to have a rotation point at the center of the structure and elevation reference at the center of the frame and cover.
almost 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

enhance ORD Cross section to have same capabilities as Clip Volumes (for Point clouds in particular)

For now ORD Cross sections have limited capabilities compared to MS Clip volumes. Request is that ORD cross sections do inherit full capabilities of MS Clip volumes, including capability to define a thickness for point clouds and project the Point...