Users need the ability to specify different element templates for profile symbology of turnouts. Some rail clients in North America are using custom line styles for their turnouts. These custom line styles need to be different in the profile view,...
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...
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...
I am manually annotating cross sections (~90 total) due to the drawing model annotation tool not working properly. Therefore this idea came about after frequently using the "Note>Place Label" tool and these two feature names: XS Offset & XS...
Visualization of Flood Fill based on min and max height values
A function of flood fill a portion of the terrain based on a min height and max height value. It allows a drainage engineer to visually check if a certain flood top water level will flow beyond the project boundary. Is there a way to do this in Op...
Hi, Bentley Macro Recorder have potential to improve time lines for repetitive works. Please upload more videos for Macro and VBA explaining some tasks like data exports, plan&profile creation tasks, fence or corridor boundary modelling, cells...
Add indicator for hovering over arrows when editing arrangements.
I noticed that there is no indicator when hovering over arrows whilst editing spacing of objects, so it is not clear if you will be dragging the arrow or clicking on objects behind. It is so unusable I just resorted to using the object spacing in ...
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...