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My ideas: OpenBridge Designer

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OpenRoads Designer Keyin List

MicroStation has provided the Keyin list. Can bentley provide OpenRoads Designer a keyin list to the user? such as geometry subsitute, GEOMETRY DYNAMICSECTION DELETEDXSVIEWS, and etc.

Add Application Version number in Pref Folder

Please add the correct version number to applications user preference folder. Currently when you browse to Openroads user preference folder you get folders called 10.0.0 and 10.0.0_1. These folders need to contain the version number of Openroads s...

Staged Construction Optionality

Staged construction is a very common construction methodology. The current process of modeling staged construction in OBM is to model each stage as separate bridges. This creates problems when modeling a steel I-girder bridge as the cross-frames b...
9 months ago in OpenBridge Designer / OpenBridge Modeler 0 Needs review

LFD Load Rating in LEAP Steel

NYSDOT requires that all plan sets include an LFD Load Rating. Until this ability is added to LEAP Steel, we cannot adopt OpenBridge fully and must continue doing our steel design in different software.
9 months ago in OpenBridge Designer 2 Future consideration

Copy Pier/Abutment in LEAP Concrete

Please add the ability to copy an abutment or pier geometry/definition from one pier location to another. I would like to be able to design my pier geometry at Pier 1 based on my loading, and copy that pier design to pier locations 2 and 3. Simila...
9 months ago in OpenBridge Designer 0 Future consideration

User-defined "ifc Cartesian Point"

The ability to input a user-defined "ifc Cartesian Point" when exporting IFC 4x3".

Model a straight bridge on a curved alignment

The ability to create a straight bridge when the alignment transitions from tangent to a horizontal curve on the bridge. Currently the deck ends are controlled by the bridge skew from a radial line at the end of the deck rather than from the tange...
9 months ago in Geometry / OpenBridge Designer / OpenBridge Modeler 0 Needs review

Approach Slab Line Offset

Currently the approach slab line uses an offset distance to place it. that offset value just shifts the line that distance along the alignment, which is not what we want especially on curved bridges. That offset distance needs to be a copy paralle...
9 months ago in OpenBridge Designer / OpenBridge Modeler 0 Needs review

Prestressed Concrete Girder Beam End Cuts & Clips

It would be great if we could control the vertical end cut orientation of the concrete girders: Normal (as is) and Vertical (plumb to the world). Also, we often have to clip the corners of girders when bridges are on heavy skew. Would be nice to b...
9 months ago in OpenBridge Designer / OpenBridge Modeler 0 Future consideration

Allow Pier Diaphragms to fall between the beam ends rather than encasing the beams inside the diaphragm (TDOT).

TDOT doesn't encase the beams inside of the pier diaphragms. TDOT places an 18" diaphragm between the beam ends with bent-up strands being used for anchorage into the diaphragm. If the bridge is skewed, the diaphragms are skewed at a different ang...
9 months ago in OpenBridge Designer / OpenBridge Modeler 0 Needs review