>This is an interesting and seemingly inefficient way to gain this stiffness. > As I see it there >are two ways for the board (neglecting the ribs) to resist the motion of the >bridge: >1. The bending stiffness of the board itself. >2. The compression in the board from it acting as an arch. A comment here on something pertinent that may otherwise be overlooked, if I may. Remember Dale Erwin pointing out that you have to force the right front and left rear of the board down to glue it to the rim? That's because of the board stiffness along the grain. The ribs are forcing a crown (nominally) perpendicular to the grain, and wooden panels don't willingly conform to the compound curve required of a soundboard installation. The board is being bent the length of the grain against it's will by the rib crown, and is more nearly at rest under string load than it was before the strings were installed. The load from the bridge doesn't bend the panel along the grain until the crown is concave. As long as there is positive crown, the bridge load is aiding the long grain stiffness in trying to overcome the ribs and cross grain compression, and force the board flat. The treble end of the long bridge is very near the clamped edge of that long "beam" of bridge and long grain. Set up an old yard stick, which is probably made out of spruce that should have been held in reserve for future soundboards in the first place, and support it under each end to use as a beam. Put a stack of washers or whatever handy weight you have at hand, at the 30" mark and note the deflection. Now move the weight to the 1" mark and again note the deflection. The board is effectively stiffer in the treble, close to the edge, than it is in the low tenor and bass considerably farther from the edge. Ron N
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