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OpenBridge Designer

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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...
29 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...
29 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...
29 days ago in OpenBridge Designer 0 Needs review

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 1 month ago in Modeling / OpenBridge Designer 0 Needs review

Add vertical stiffness support in LEAP Bridge Steel

I was told it's in the backlog, so I put it to vote. Add ability to model flexible vertical support (spring) in LEAP Bridge Steel - it's important for bridges that are supported with piers of a compliant nature. This type of support may quite sign...
about 1 month ago in Modeling / OpenBridge Designer 0 Future consideration

Finished Grade Elevations on Approach Slabs

I don't believe we can select the limits of the approach slabs when running the deck elevations report. Many DOTs require slab elevations to be reported on the approach slabs in addition to the bridge decks - adding this functionality would be gre...
about 1 month ago in Geometry / OpenBridge Designer / OpenBridge Modeler 1 Already exists

Rm Bridge: Use local axis for leading envelope displacements when local axis results are being reported

When reporting envelope .sup files, the leading value when reporting displacements is always global, while the results displayed are either local or gobal (selected by the user). This is inconvenient for displacement envelope result reporting when...
about 2 months ago in OpenBridge Designer 0 Future consideration

Civil Expression value option for Increasing

Currently there are values for StationStart and StationEnd, which is dependent on the direction of the line being drawn. I am proposing an additional option to report the beginning and ending of stationing with respect to the alignment (smallest t...
2 months ago in Item Types / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer 0 Future consideration

Allow for different shaft fixity in one model

A column on drilled shafts can have different fixity locations for different load cases. Suggest allowing analysis of the same bridge with different fixities rather then needing to create multiple models with varying fixities for simplicity.
2 months ago in Analytics / OpenBridge Designer 0 Future consideration

Option to add support settlement to Leap Concrete & Leap Steel

Differential support settlement can create additional internal forces in beams. Right now there is no option to account for those forces.
3 months ago in OpenBridge Designer 0 Needs review