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Bentley Civil Product Ideas

Showing 1619 of 1619

Variable that stores Format Options and makes them predefined in a workspace.

Currently as an OpenRoads Designer user, when the user changes the Format Options, the changes are stored on the user’s computer. This results in many different options being used in delivered reports. I would like to have an environment variable ...
over 2 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Workspace 1 Future consideration

Group Annotations into One Annotation Group Together.

This is a request to enhance the annotation groups. Can there be a toggle in the annotation group to have the ability to group the different annotation definitions together. For example, we have lots of annotation groups that have multiple text fa...
over 1 year ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Future consideration

Ability to View Alignment Stationing in Plan View in ConceptStation

I am requesting an enhancement to allow the user to view alignment stationing in plan view in ConceptStation. Currently, alignment stationing can only be viewed from the profile model. This would be helpful when adding PI points or modifying horiz...
over 1 year ago in Geometry / OpenRoads ConceptStation 0 Future consideration

Verify Turnout

Use the Geometry Connector with start and end elements chosen as turnouts. The converged result gives a disconnection between the regression alignment and the turnout. You can only discover it by zooming in to the closest possible view. A "Verify ...
4 months ago in OpenRail Designer / Turnouts/Crossings 0 Needs review

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...
about 1 month ago in OpenBridge Designer 0 Needs review

Interoperability of concrete diaphragm from OBM to LBC for open/close box beam types

There’s a need for improved interoperability between OBM and LBC when working with concrete diaphragms in open or closed box beam configurations. Specifically, the transfer of diaphragm data—such as start, end, and interior diaphragms—for box gird...
about 1 month ago in OpenBridge Designer 0 Needs review

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...
about 1 month ago in OpenBridge Designer 0 Needs review

RMBridge--Seismic Eigen Analysis with CQC Method for Repeated Sub-Systems

In eigenvalue analysis of repetitive structures—where identical sub-systems exist independently within a single model—the same frequencies and eigenmodes are often assigned repeatedly to each sub-system. This leads to an issue with the CQC (Comple...
about 1 month ago in OpenBridge Designer 0 Needs review

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