Hi
I am not sure if I am doing things right. The case is that I have two corridor with civil cell junction. I have conneced the cell junction with linaer template to get vokume and thickness.
To calculate cutt / fill volume I choose "create cross section" and therafter I use "end area volume" with active "generate xml report"
Is this right workaround becouse my calculation look not so far away.
I have Bentley PowerCivil SS3 vers. 08.11.09.497