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

OpenTunnel Ideas Portal

ADD A NEW IDEA

Applications

Showing 1528

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...
4 months 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...
4 months 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 ...
4 months ago in OpenBridge Modeler 0 Future consideration

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...
4 months 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....
4 months ago in OpenBridge Modeler 0 Already exists

Coupling between horizontal and vertical regrerssion lines

A very problematic area is the coupling between horizontal and vertical regression analysis. Generally speaking, one must create a horizontal regression line first, create regressed elements, couple them together in a complex geometry and then pro...
over 2 years ago in OpenRail Designer / Regression Analysis 0 Future consideration

OpenRoads ConceptStation 2023 msi using the /layout deployment method

This would be useful for agencies with strict installation procedures that prevent the installation of exe files.
about 1 year ago in OpenRoads ConceptStation 0 Future consideration

OpenRoads SignCAD Export to DGN - Customizable Settings

Currently, the OpenRoads SignCAD Export to DGN tool lacks the granular control over import settings (e.g., Sign Panel level, Sign Scale, Dimension Font, etc.) available in the SignCAD to DGN application that operates within an active session of Mi...
9 months ago in OpenRoads SignCAD 0 Future consideration

ORD Drainage - Show actual Tc versus Tc Minimum

Many times a calculated Time of Concentration is less than the minimum used for Intensity. When this occurs in a system of drainage areas (catchments), it helps a designer AND a reviewer to see what the actual Time of Concentration is at a given p...
about 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Fix the rotation issue when importing drainage nodes from inroads.

We recently used ORD to import 200 plus drainage structures from inroads to ORD. It brought in the nodes, but the rotation was off. We had to manually rotate the node to the correct angle. Also, the 2-D and 3-D rotation did not match until the nod...
about 2 years ago in OpenRoads Designer 0