Bridge engineering would greatly benefit from having rebar cages that are parametric in nature so we do not need to start over on rebar when a design change occurs.
Annotation for Turnouts to be Excluded/Seperated from Geometry Annotation when Complexing Alignments
If I have annotation for curves in a track alignment and annotation for a turnout that does not annotate any curves, there is no way to deal with a single complex alignment and the annotation associated with it. As soon as I complex a turnout with...
over 2 years ago
in Annotation
0
Future consideration
Add option to use only centerline radius for superelevation calculations
Provide an option or new method to use the centerline radius (instead of inside lane radius) for divided highways that use a Crown pivot method. The Divided Inside pivot method already does this for divided highways that pivot about the inside lan...
Implement Beam hog modeling aligned to Australian Bridge design
Current Beam hog modeling is not as expected for Australian Bridges. Deck thickening can be applied, but the beams that support the deck do not follow the underside shape of the deck. The beams are straight, but really need to be curved and follow...
How can I design a turnout in 3D. Not only the rail but also all other details, such as sleepers, tongues, etc
Up to now the rails of the turnout can be created in 3D as 3D rails, but the turnout has many other elements, above all the sleepers are divided and all have different dimensions. How could this be created as 3D elements?
When I open a profile view, the default vertical exaggeration is 10. That is way too much. And I hate having to change it every time I open a profile view. Everyone is diffferent, though. I'm sure some folks love it. It would be nice if there was ...