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Re: Broken beams' slopes

From: Janek Warchoł
Subject: Re: Broken beams' slopes
Date: Sat, 27 Aug 2011 15:01:54 +0200

I wonder if this solution would yield good results: keep beam slope
before and after break identical (except for some beam quanting,
perhaps, but that's less than 0.3 ss), but modify stem lengths: make
them as long as they would be if there were no beam on the other side
of the break.


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