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Cross section End Areas

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Cross section End Areas

Postby gmartin » Thu Sep 13, 2012 10:17 pm

Has anyone had problems with Carlson reporting bad end areas when using calculate section volume?
gmartin
 
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Postby gmartin » Sun Sep 16, 2012 10:29 pm

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.
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