Need bent plate connection plates for diaphragm and cross frames.
OBM does not currently allow for bent connection plates for diaphragms / cross frames. We need that ability to cover bridges skewed between 20 and 45 degrees.
Enhancing Named Boundaries: Updating Named Boundaries and Applying Geometry Rules
To enhance productivity and efficiency in live projects, we need dynamic Named Boundaries linked to Geometry. This includes the ability to update the shape or location of a named boundary after creating a sheet model, with the changes reflected in...
The user would like to find a similar action to the Store and report point information from Geopak that used to export the point station and elevation to a file instead of doing it manually.
When working on Finish Grade Elevations, I have been ...
Update to Manual for Bridge Evaluation 3 rd edition
The current LBC we are using cites the Manual for Bridge Evaluation 2nd Edition for the source of Bridge Rating. Is there/will there
be an update to use the 3rd Edition? If this is planned to be updated, when is that update anticipated? Thank you...
When the user creates a parametric cell library that OpenBridge references, it will not show up as an option in Place Bearings for TXDOT workspace projects.
OBM Longitudinal Bearing Slope: The user is expecting the bearing seat to slope also longitudinally when it is "Modeled as sloped bearing seats
," despite the fact that it was originally designed to work only transversely.
Precast bearings ar...
The user is currently working on a bridge model that carries a gore area and its having modeling issues. First issue is that the direction
of the slope changes along the width of the bridge but he can't change the direction of the slope in the d...
Interoperability of concrete diaphragm from OBM to LBC for open/close box beam types
Interoperability of concrete diaphragm from OBM to LBC for open/close box beam types: box girders start, end,
and interior diaphragms, where the beams have full closed sections.
Please see the attached MSWORD File.
Allow automatic POI definition from bearing to bearing (for camber and deflections)
For a set of final bridge plans for a steel bridge, we need to give the dead load deflections at either 10th or 20th points along the span from bearing to bearing. The program will calculate the 10th and 20th points, but the program takes it from ...
RMBridge--Seismic Eigen Analysis with CQC Method for Repeated Sub-Systems
Seismic Eigen Analysis with CQC Method for Repeated Sub-Systems
At the eigenvalue analysis in a repetitive structure that is independent, but is identical to other sub-systems within one unique model, having the same frequency and eigenmodes repe...