Hi Ric, If the bridge were sufficiently high reverse crown and downbearing may both exist at the same time. At 01:54 PM 4/23/2006 +0200, you wrote: >Hi Calin > >Crown perhaps facilitates these needs to some degree tho. We know we can get a <<free>> increase in stiffness for same amount of mass with crown and subsequent downbearing for example. > >Reverse crown would probably mean using some other bridge termination device then bridge pins... at least in the grand. I would also think that downbearing in such a situation would be a negative. > >Cheers >RicB Regards, Don Rose, B.Mus., A.M.U.S., A.MUS., R.P.T. Non calor sed umor est qui nobis incommodat mailto:pianotuna at yahoo.com http://us.geocities.com/drpt1948/ 3004 Grant Rd. REGINA, SK, S4S 5G7 306-539-0716 or 1-888-29t-uner
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