Need Support? Let’s guide you to the right answer or agent.

OpenTunnel Ideas Portal

ADD A NEW IDEA

All ideas

Showing 1607

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...
18 days 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...
18 days 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...
18 days 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 ...
18 days 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...
18 days 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....
18 days ago in OpenBridge Modeler 0 Planned

Add the ability in a Plan Annotation Group to label non-curve PI's with the deflection angle

I would like to request a new alignment annotation that labels a non-curve PI in a horizontal alignment with the station, the deflection and piece of text that says "no curve". I can create the text favorite that displays the station and the text ...
about 2 years ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 3 Future consideration

Inherit survey point name and code to regression point

When we import survey points into Survey and create a field book, we get the name and code for the point. However, if we want to use the survey points directly from the Field Book in Survey to use as regression points, we don't get the name and co...
4 months ago in OpenRail Designer / OpenRoads Designer / Regression Analysis 0 Future consideration

Improve Civil Labeler so it doesn't leave little circles in the dgn

Currently, when labels are placed, small circle elements are added to the file. While these circles are necessary for maintaining the connection between the element and the label, they present several challenges: File Clutter: The addition of h...
3 months ago in Annotation / Drawing Production / OpenRail Designer / OpenRoads Designer 0 Future consideration

Insert Vertex tool

Tool that adds vertex at chosen interval to a selected element segments. The "facet" tool is supposed to achieve this, but it is not designed to respect original element vertexes. So it ends up modifing the element path. The tool should work insid...
3 months ago in Geometry / OpenRail Designer / OpenRoads Designer 0 Future consideration