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OpenBridge Designer

Showing 203 of 1785

Ability to speficy background color for active View

Being aware of what view is active is fundamental in ORD workflows. For now, active/inactive is shown with a light color difference in title bar and cannot be changed.I'd like to be able to specify hihglight color as I can specify active window co...

Place one bearing at pier location for continuous span concrete girder bridge design

Ability to place only one bearing at pier location for continuous span concrete girder bridge design, two girders shearing one bearing at pier location.
over 3 years ago in OpenBridge Designer / OpenBridge Modeler 0 Future consideration

Modeling horizontal bracing for steel girder bridge

I believe OpenBridge modeler missing function to place horizontal bracing between girders (angle or CHS member) CHS preferable.
over 3 years ago in OpenBridge Designer / OpenBridge Modeler 0 Planned

Model horizontal cross bracing for steel girder bridge

Current OpenBridge Modeler version don't have ability to model horizontal cross bracing.
over 3 years ago in OpenBridge Designer / OpenBridge Modeler 0 Future consideration

Cell in GC will have additional properties for IFC

Placed cells with Generative components on alignment which have assigned item types as additional properties. Those properties will be later exported to IFC. Now the additional properties are not shown in GC only in ORD.

Creating Generic Curb Offsets

I would like to create a generic curb for airborne lidar extraction with a 0.5 ft vertical offset from the gutter to the top of curb and then a 0.5 ft horizontal offset from the top of curb to the back of curb. I would want to collect the gutter a...
over 3 years ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey 0 Future consideration

Openbridge: add the ability to have curved abutment and or curved retaining wall

Openbridge: add the ability to have curved abutment and or curved retaining wall
over 3 years ago in Modeling / OpenBridge Designer / OpenBridge Modeler 0 Future consideration

LBS add a special distribution factor for deflection (AASHTO Art. 2.5.2.6.2)

Under commentary C2.5.2.6.2: "For straight girder system bridge, this is equivalent to saying that the distribution factor for deflection is equal to the number of lanes divided by the number of beams"
9 months ago in Analytics / OpenBridge Designer 0 Future consideration

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...
11 months ago in OpenBridge Designer 0 Future consideration

Character Limit on Naming

RM BRIDGE, increase the naming character limits for load cases and load sets to more than 16 characters.
about 1 year ago in Modeling / OpenBridge Designer 0 Needs review