Rib dimensions

Sarah Fox sarah@gendernet.org
Thu, 11 Dec 2003 13:14:38 -0500


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Hi Terry,

OK, here's a more user-friendly method for you that will give you the =
correct position of the rib anywhere along its length.  (You can also =
use this method to plot out points on a template.  Compute numerous =
points and connect the dots.  :-)

Clamp any part of the rib against a flat surface, concave side up =
(soundboard side down).  With this arrangement, let:

h =3D the height of the rib above the flat surface

r =3D radius of the rib

d =3D the distance along the rib you are measuring, with respect to the =
clamp point.  For instance, if you clamp in at the middle of a 4 ft rib =
and measure at the end, d would be 2.  Of course this is approximate.  =
More accurately, d would be the distance from the clamp point to the =
position on the flat surface, directly underlying the measurement point. =
 (Think right triangles.)

Then:

h =3D r - Sqrt ( r^2 - d^2)=20

So for a rib of 60 ft radius (720 in radius), these would be some of the =
elevations, h, as a function of distance, d, from the clamp point:

      d (in)
     h (in)
    =20

    =20
    =20
      1
     0.001
    =20
      2
     0.003
    =20
      3
     0.006
    =20
      4
     0.011
    =20
      5
     0.017
    =20
      6
     0.025
    =20
      7
     0.034
    =20
      8
     0.044
    =20
      9
     0.056
    =20
      10
     0.069
    =20
      11
     0.084
    =20
      12
     0.100
    =20
      13
     0.117
    =20
      14
     0.136
    =20
      15
     0.156
    =20
      16
     0.178
    =20
      17
     0.201
    =20
      18
     0.225
    =20
      19
     0.251
    =20
      20
     0.278
    =20
      21
     0.306
    =20
      22
     0.336
    =20
      23
     0.367
    =20
      24
     0.400
    =20
      25
     0.434
    =20
      26
     0.470
    =20
      27
     0.506
    =20
      28
     0.545
    =20
      29
     0.584
    =20
      30
     0.625
    =20
      31
     0.668
    =20
      32
     0.711
    =20
      33
     0.757
    =20
      34
     0.803
    =20
      35
     0.851
    =20
      36
     0.901
    =20
      37
     0.951
    =20
      38
     1.003
    =20
      39
     1.057
    =20
      40
     1.112
    =20
      41
     1.168
    =20
      42
     1.226
    =20
      43
     1.285
    =20
      44
     1.346
    =20
      45
     1.408
    =20
      46
     1.471
    =20
      47
     1.536
    =20
      48
     1.602
    =20
      49
     1.669
    =20
      50
     1.738
    =20
      51
     1.809
    =20
      52
     1.880
    =20
      53
     1.953
    =20
      54
     2.028
    =20
      55
     2.104
    =20
      56
     2.181
    =20
      57
     2.260
    =20
      58
     2.340
    =20
      59
     2.421
    =20
      60
     2.504
    =20
      61
     2.589
    =20
      62
     2.674
    =20
      63
     2.762
    =20
      64
     2.850
    =20
      65
     2.940
    =20
      66
     3.031
    =20
      67
     3.124
    =20
      68
     3.218
    =20
      69
     3.314
    =20
      70
     3.411
    =20
      71
     3.509
    =20
      72
     3.609
    =20


Hope that helps!

Peace,
Sarah


  ----- Original Message -----=20
  From: Farrell=20
  To: Pianotech=20
  Sent: Thursday, December 11, 2003 7:00 AM
  Subject: Re: Rib dimensions


  Lots of good methods for calculating the radius of an arc have been =
provided. But there is also the question of whether the curve is a true =
arc or some other shape (this assumes you have a specific shape as a =
target). Most of the provided methods do not address that concern - in =
fact you could have an obtuse angle with two straight sides rather than =
an arc. That's why I suggested making a number of measurements along the =
curve - offsets from a straight line.

  Terry Farrell
    ----- Original Message -----=20
    From: Absolute Piano=20
    To: pianotech@ptg.org=20
    Sent: Wednesday, December 10, 2003 4:40 PM
    Subject: Rib dimensions


    Hello,

    I'm trying to apply some science to my soundboard rib making and I =
am
    looking for "tables of static values for  the Resisting Moment (W) =
and the
    Moment of Inertia (I) for all the possible cross sections of =
sugarpine and
    spruce (DIN 1052 Class I will suffice).

    What is the formula for converting pounds/inch squared to kg/cm =
squared?

    Given a right angle connected to the outside of an arc of a circle, =
how do
    you prove the circle is 60'? (I made a jig for crowning ribs that is
    adjustable and I want to calibrate it.

    Thanks,

    Jude Reveley, RPT

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