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OpenBridge Designer

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Abutment analysis methodology

The substructure module built into OpenBridge seems to analyze an abutment wall stem as a column. A toggle would be useful to consider it more like a wall in some instances. The magnitude of vertical load on an abutment stem can often be insignifi...
10 months ago in OpenBridge Designer 0 Future consideration

Ability to change civil labeler border sizes

The borders that can be used for the civil labeler tool are different sizes. The ability to modify the sizes would help in adjusting the size based on the user needs. The dimension styles have this ability for the symbols used around the text.
11 months ago in Annotation / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 0 Future consideration

New Variable to Control XSEC View Exaggeration Separate from Profile View Exaggeration

Consider adding a set of variables to control XSEC view exaggeration and default exaggeration separate from profile view exaggeration. This would be similar to how there is a separate set of variables for super exaggeration. Suggested variables wo...
11 months ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / Workspace 0 Future consideration

Allow the use of equations when creating civil labels

We would like to be able to create a civil label that labels the elevation of a terrain model. We would like this label to include both a top of curb elevation and automatically do the math to subtract a set distance from that elevation so that it...
12 months ago in Annotation / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRail Overhead Line Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 0 Future consideration

Add Highlight tool in OpenRoads & OpenRail Designer

In OpenTunnel Designer there's "Highlight" & "Clear Highlight" tool in explorer panel which helps us to highlight any particular element in a huge dgn without turning off display levels of other elements. Please bring this to other civil produ...
over 1 year ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer / User Interface 0 Future consideration

Modify stirrups in columns or shafts - using different stirrup size or spacing.

Please feel free to reach if you have any questions for this request. My email address is jin.liu@greshamsmith.com Sometimes I want to modify stirrups in columns or shafts - using different stirrup size or spacing. I did auto design first then try...
over 1 year ago in OpenBridge Designer 1 Future consideration

RM Bridge update to use the correct AASHTO reduction factor for reinforced/prestressed concrete based on tensile strain in reinforcing at ultimate limit state.

The current RM bridge ultimate capacity calculations allow for material reduction factors only, which are not used by AASHTO for reinforced and prestressed concrete. AASHTO concrete reduction factors for flexure and P-M capacities are based on the...
over 1 year ago in OpenBridge Designer 0 Needs review

Revise Limitation to LEAP/RC-Pier Wind Load Auto Generation Tool

I have brought the limitation to the Wind Load Auto Generation tool in the past, but this is becoming more important and an issue now, since I’ve been getting many comments from our clients and my coworkers on this. Currently, the wind load auto g...
over 1 year ago in OpenBridge Designer 0 Future consideration

Limit the types of models that can have coordinate systems

Would be nice if the non-indexed profile models and cross section models prevented users from being able to assign coordinate systems. Also would be nice if coordinate systems weren't able to be attached to sheet models either. Since coordinate sy...
over 1 year ago in OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer / OpenTunnel Designer 0 Future consideration

Add loading options in LEAP Concrete (Previously known as RCPIER)

Provide an option to enter girder properties for both the back span and fwd span if varying girder properties between back and fwd span When generating moments due to braking force, provide an option that distributes the moment divided by 10 and a...
over 1 year ago in OpenBridge Designer 0 Future consideration