One other question... Given the below data... would the undeflected string have a tension of 159,975 lbs ? Thanks RicB Hi folks I'm working on a spreadsheet for calculating a few different things about downbearing and just wanted to check a few numbers with you before going further then I am now. Say you have the following string situation. Assume a bridge width of 0. Speaking length 50mm back length 25 mm Angle at the bridge 178 degrees. (i.e. the angle created by the strings deflection upwards.) Tension on the string lengths 160 lbs Are the following results then valid ? Undeflected string length total 74,98984643 String angle from the front termination 1,333363422 degrees String angle from the aliquot / hitchpin 0,666636578 degrees String deflected Height 0,581737034 mm Downwards force on the bridge. 5,584676 lbs Thanks for any and all corrections. RicB
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