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Cross section End Areas

PostPosted: Thu Sep 13, 2012 10:17 pm
by gmartin
Has anyone had problems with Carlson reporting bad end areas when using calculate section volume?

PostPosted: Sun Sep 16, 2012 10:29 pm
by gmartin
Please disregard the last question. I failed to check the tie points on the slopes. Carlson has so many ways to check. I just needed to do a little more studying.