Hi,
I would like ask for help with understanding transition functionality available under End Condition Exceptions. I have two end conditions that differ significantly: embankment and embankment with benching. I’m trying to introduce a transition over the length of 30m whereas my template drop is set to 10m. The screenshot below shows the end conditions I’m playing with. I thought that in such scenario, the software will adjust end conditions in the two intermediate template drops (at chainage 24280 and 23290) but it’s not happening.
How such transition can be achieved?
Thank you,
Krzysztof
