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...
about 2 years ago
in Annotation
0
Future consideration
Add the ability to calculate spread on two sides of a median barrier inlet
There are tens of thousands of barrier inlets on barrier medians throughout the US. Spread needs to be calculated on both sides, with the overall flow being added to the storm sewer system. Currently, the only way to do this is to create to halves...
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...
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?
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...
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...
Civil Labeler - Elevations along Geometry with a given station range
It would be nice to be able to limit the elevation callouts (and other callout types) within a station range if possible. I.E > when labeling EOP/curb through an intersection, using the Elevation - Along geometry labels the entire element and t...