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Showing 1474 of 1634

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 2 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...
about 2 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 ...
about 2 months 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 2 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....
about 2 months ago in OpenBridge Modeler 0 Already exists

Ability to change the bridge type after creating the bridge in OBM

Being able to change the superstructure type after the deck, substructures, approaches have already been modeled. Currently once you select the Bridge Type it locks you into that superstructure type and any work you complete under that bridge type...
4 months ago in OpenBridge Modeler 0 Future consideration

Add support for multiple piers/abutments on the same support line

This will be very useful for bridge widening projects. Also, consider that the support will have gaps and overlaps between supports.
12 months ago in OpenBridge Modeler 1 Future consideration

ORD Drainage - Make item Type Properties available in flex tables.

when adding columns to flex tables we need the ability to add item type properties to the flex tables. similar to how we can create UDX properties and show them on flex tables.
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Developing Grasshopper Plugin for RM Bridge

The world famious bridge softwares such as Lusas, Midas Civil, Sofistik, Larsa 4D. All of them have been developed Grasshopper Plugin to increase the bridge modeling capacity. Lusas Grasshopper plugin: https://www.lusas.com/products/external_plugi...
about 2 months ago in Modeling / OpenBridge Designer 0 Needs review

Deed Writer - Multiple Deed Phrase Catalogs

Our deed phrases can vary slightly by client. It would be helpful if there was a way to create, edit, and access multiple deed phrase catalogs to more easily switch between client preferences.
6 months ago in OpenRail Designer / OpenRoads Designer / Survey 1 Future consideration