MY 11 TRISECTION APPROXIMATION METHODS         Pg. 16

 

TRISECTION GADGET

 
tri3c.gif

FIG. 3

 

DESCRIPTION:

 
1. Most arms in FIG. 3 are hollow square tubing that fit inside each
   
  other with a slip fit. Ends are built up for proper height or width.
   
2. The left end of arm A is hinged at pin 1 to arm F and welded to
    Pg. 17
  arm B at 45o; the middle is hinged to arm H through hinge 5;
   
  and the right end is welded to pin 3, see FIG. 3 above.
   
 

NOTE:

   
  Hinges are 1 or 3 sections of round tubing, with a rod or pin inside,
   
  welded to square tubing; while 'pins 1, 2 & 3' are sharp tipped rods
   
  extending » 0.5" below model, see VIEW "A - A" in FIG. 3, above.
   
3. Arm B is welded securely to arm A at 45o and hinged to arm J
   
  by hinge 4, as shown in FIG. 3 and in VIEW "A-A" above.
   
4. Arm C holds a slider arm D and is welded to arm J at one end and
   
  hinged to arm I at hinge 0 at the other end, see FIG. 3 above.
   
5. Arm D slides inside arm C at one end and is welded and hinged at
   
  pin 2 to slider E at the other end, as shown in FIG. 3 above.
   
6. Slider E slides freely over arm F and is hinged at pin 2 to arm D.
    Pg. 18
7. Arm F is hinged (1) to arm A at one end and slides inside slider E,
   
  midway, and hinged (6) to slider G at the other end, see FIG. 3.
   
8. Slider G is hinged (6) to arm F and freely slides over arm H.
   
9. Arm H is hinged (5) to arm A at one end, slides through slider G,
   
  midway, and is hinged (7) to arm I at the other end, see FIG. 3.
   
10. Arm I is hinged (8) and built up to fit arm C at one end and is
   
  hinged (7) to arm H at the other end , see FIG. 3 above.
   
11. Arm J is hinged at pin 4 to arm B at one end and welded to arm
   
  C, along its centre line, at the other end, see FIG. 3 above.
   
12. Arms (J + C), I, H create a machine linkage or a parallelogram,
   
  to keep arms C, I, H parallel to each other, see FIG. 4 below.
   
13. At the extreme right end of arm A is pin 3 which is located 3 units
   
  away from pin 1, see FIG. 4 below.
    Pg. 19
 

NOTE

   
  The distance between pin 1 and pin 4 is equal to 0.8965755
   
  units and pins' Ð413 = 45o , explained below.
   
14. Together, the pins 1, 2 & 3 form the angle being trisected:
   
  at pin 1 (pins' Ð213 = 3Æ) and the resultant trisection angle at
   
  pin 3 (pins' Ð231 » Æ) for all angles of 3Æ, from to 45º, see
   
  FIG. 3, above, and FIG. 5b, below.
 

NOTES FOR FIG. 4 AND FIG. 5b, BELOW: 

 
1. FIG. 4 , below, is FIG. 3, above, with all hinges or pins and their
   
  connecting centerlines reproduced exactly.
   
2. FIG. 5b , below, is FIG. 4, below, with pins 1, 2 & 3 reproduced
   
  for all angles.
   
3. By inspecting FIG. 5b , below, one can see that the gadget might
    Pg. 20
  be more accurate for ÐFOA (pin Ð213 = 3Æ) larger than 45º
   
  wherethe drawing approaches a straighter line.
   
4. Mathematically the hinge (pin 4) attaching arm C to arm B in
   
  FIG. 3 can be a 'loose fit'.
   
5. Arm B could have been welded further to the right or drilled thru to
   
  expose the hinge and pin as long as the distance between pin 1
   
  and pin 4 remains 0.8965755 units ie. pins' Ð413 = 45º.
 
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  Pg. 21
tri4c.gif

FIG. 4

 

CONSTRUCTION:

 
1. Draw any suitable straight line OA = 3 units and the straight line
   
  OB so that ÐBOA = 3Æ (0o < 3Æ £ 45o), see FIG. 4, above.
   
2. Locate a suitable pt D on the line OD'B so that ÐD'OA = 3Æ.
   
3. With a radius length OD' and centre pt O draw an arc across line
   
  OC'A at the intersection pt C' just below pt D', see FIG. 4 above.
    Pg. 22
4. Join pt C' and D' with a straight line and extend a suitable
   
  distance to pt E, see FIG. 4 for guidance.
   
5. Draw the line OF (pt F is hinge 4), so that ÐFOA = 45o and
   
  length OF = 0.8965755 units, as shown in FIG. 4, above.
   
6. Draw the straight line EFDC parallel to the straight line E'D'C'
   
  thus DO = OC through parallelism.
   
 

NOTE:

   
  Now pts O, D, & A are pins 1, 2, & 3 respectively, see FIG. 4.
   
  Pins' Ð213 = ÐBOA = 3Æ and pins' Ð231 = ÐDAO = Æ
   
  Pts D & C are on the lines ODD'B & OCC'A respectively.
   
  Pts C', D' & E' are not shown in FIG. 3 or FIG. 4, above; since
   
  they represented MATH only.
   
7. Draw the centerline JG of the mechanical 'arm A', see FIG. 3
    Pg. 23
  above, parallel to and below line OA, as shown in FIG. 4 above.
   
 

NOTE:

   
  Mathematicallly, pt J could be pt O with pt G a suitable distance
   
  on line OGA; however, the idea is to prove the gadget in FIG. 3.
   
8. Similarly draw a suitable centerline line JH of 'arm F', see FIG. 3,
   
  above, parallel to and above the line OB, with the same offset
   
  as JG and call their intersection pt J, as shown in FIG. 4, above.
   
 

NOTE:

   
  ÐHJG = ÐDOA = 3Æ by parallel construction, see FIG. 4 above.
   
9. As in step 3 above; with a suitable radius of length JG and centre
   
  pt J draw an arc across the lines JGA and JH, produced, so that
   
  JG = JH as shown in FIG. 4, above.
   
10. Join pts G and H with a suraight line.
    Pg. 24
  NOTE:
   
  line HG is parallel to line EDC, by construction and parallelism.
   
11. Take any suitable pt E on line CDFE; with radius length FE and
   
  center pt G draw an arc to intersect line GHI produced, at pt I.
   
12. Join pts E and I and pts F and G with a straight line.
   
 

NOTE: in FIG. 4

   
  Figure FGIE is a parallelogram, by construction and parallelism.
   
  and rotates about stationary pts F(4) and G(5) - a MACHINE LINKAGE.
   
13. Drop a perpendicular from pt F to the meet line OKCA at pt
   
  K and extend line FK up a suitable distance to pt L, as
   
  shown in FIG. 4, above.
   
14. Similarly drop a perpendicular from pt D to meet the line OKMCA
   
  at pt M.
   
15. Thus Ð D'OA = 3Æ and Ð OAD' = Æ' for all positions of pt D' on
    Pg. 25
  the line EFD'C - explained later.
   
16. Thus Ð D'AO = Æ trisects Ð D'OA = 3Æ, as required.
 

PROOF:

 
1. In DFOA: in FIG. 4
   
  Since FK/OK = tan45o = 1.
   
  and FK/KA = tan15o = 2 - 3½ = 0.2679492.   [from CRC TABLES]
   
  then 3 = OK + KA = FK*((1/tan45o) + (1/tan15o)),
   
  thus length OK = FK = 3/((1/tan45o) + (1/tan15o)) = 0.6339746 units.
   
 

NOTE:

   
  DM = 3/((1/tan33o) + (1/tan11o)) = 0.44880 = pi/7 = p/7.
   
  Can one parallel that; it still meeds a 22 or a 695 NOVA!
   
  See http://www.geocities.com/klaus_vanv/nick.htm#nova
   
  thus length FO = 0.6339746*2½ = 0.8965755 units.
    Pg. 26
  used in construction, as shown in FIG. 3 and FIG. 4, above.
   
2. In DDOA:
   
  Let ÐDOA = 3Æ = 36o and since OD = OC, by construction,
   
  then ÐODC = ÐOCD = (180o - 36o)/2 = 72o;   [isosceles D DOC]
   
  thus ÐKFC = ÐMDC = 90o - ÐOCD = 90o - 72o = 18o;   [parallel]
   
  And thus KC = FK*tan18o = 0.6339746*0.3240167 = 0.2059908 units.
   
  therefore OC = OD = OK + KC = 0.6339746 + 0.2059908 = 0.8399655 units.
   
  thus DM = OD*sin36o = Oc*sin36o = 0.8399655*0.7265425 = 0.4937193 units.
   
  thus length OM = DM*tan36o = 0.4937193*0.7265425 = 0.6795464 units.
   
  and length MA = 3 - OM = 3 - 0.6795464 = 2.3204536 units.
   
  therfore, ÐOAD = atan(OM/MA) = 0.4937193/2.3204536 = 12.01161o
   
  An ERROR of 100*(12 - ÐOAD)/12 = 0.0967800% - well within limits.
   
  Thus ÐOAD = Æ = 12.0o trisects ÐAOD = 3Æ = 36.0o, as required.
  Pg. 27

MECHANICAL PROOF:

 
1. In DDOC:
   
  The radii OD = OC make D DOC isosceles and thus ÐODC = ÐOCD =
   
  = (180o - ÐDOA)/2 = (2i - 3Æ)/2 = 90o - 3Æ/2 = i - 3Æ/2
   
2. In DDCA:
   
  Since ÐDCA is the complement of ÐDCO, therefore
   
  ÐDCA = 180o - ÐDCO = 2i - ÐOCD = i + 3Æ/2 and
   
  ÐCDA = 180o - (i + 3Æ/2) - Æ = i - 5Æ/2.
   
3. In DOFC:
   
  ÐOFC = 180o - 45o - ÐOCD = 2i - i/2 - (i - 3Æ/2) = (i + 3Æ)/2.
   
4. In DCFK:
   
  ÐCFK = 180o- 90o - ÐOCD = 2i - i - (i - 3Æ/2) = 3Æ/2
   
  - ie. the bisector of ÐDOC = 3Æ.   [CONSTRUCTION: 2, & 3., Pg. 21]
   
  One could have used this angle to get pt D directly.
    Pg. 28
5. In DHJG & DDOC:
   
  DHJG is congruent to DDOC; since the sides OD = OC are parallel
   
  to HJ = GJ = R respectively - making them both isosceles.
   
  Thus ÐJHG = ÐODC = i - 3Æ/2 and thus the bases (HG & DC) of
   
  both Ds, or lines IHG and EFDC, are parallel at all times.
   
6. In figure EFGI:
   
  Since EF = IG, by construction, and since EF and IG are parallel
   
  makes figure EFGI parallelogram and a RHOMBUS.
   
  Thus EI = FG and are always parallel to each other, see FIG. 4.
   
  NOTE: pts F & G are fixed pts with hinges 4 & 5, respectively.
   
7. Thus Ð DAO = Æ trisects Ð DOA = 3Æ, as required.
  Pg. 29

FORMULAS: (FIG. 4, above)

 
  In DOFK & DOFA:
   
  With length OA = 3 units and OK = FK of a 'right angled' D of 45o
   
  tanÐFAO = tan15o = 2 - 3½ = FK/KA   [from CRC TABLES]
   
  OA = OK + KA = 3 = OK + OK/(2 - 3½)
   
  OK = 3(2 - 3½)/(3 - 3½) = 0.6339746 units.
   
  OF = 2½OK = 0.6339746*1.4142136 = 0.8965755 units
   
  Since sin15º = 2½(1 - 3½) = FK/AF = OK/FA   [from CRC TABLES]
   
  FA = OK/sin15o = 3(2 - 3½)/[(3 - 3½)2½(1 - 3½)] = 6½ = 2.44949 units
   
  OD = OC = OK + KC = OK + FK/tan(i - 3Æ/2)
   
  OD = OK + OKtan(3Æ/2) = 0.6339746*[1 + tan(3Æ/2)]
   
  Let OM = ODcos3Æ = 3 - MA = 3 - x
   
  x = OM - 3 = 3 - ODcos3Æ
   
  Let DM = ODsin3Æ = y
    Pg. 30
  tanÐOAD = y/x = DM/MA = DM/(3 - OM) = ODsin3Æ/(3 - ODcos3Æ)
   
  ÐOAD = atan(y/x) = atan[sin3Æ/(3/OD - cos3Æ)]
   
           = atan[sin3Æ/(3/(0.6339746*(1 + tan[3Æ/2])) - cos3Æ)].
 

CALCULATIONS FOR ERROR TABLE 1:

 
  Let 3Æ = ÐDOA
   
  Æ = 3Æ/3 = ÐDOA/3
   
  b = ÐOAD = atan[sin3Æ/(3/(0.6339746*(1 + tan[3Æ/2])) - cos3Æ)]
   
  % ERROR = (Æ - b)/Æ*100
   
  giving ERROR TABLE 1 for 3 different lengths of OA below:
 
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  Pg. 31
table1c.gif
 
  Pg. 33

TRUE LENGTH TABLE 2: (for length OA)

 
  Let 3Æ = ÐDOA and Æ = 3Æ/3 = ÐDOA/3 = ÐDAO
   
  OM = ODcos3Æ and DM = ODsin3Æ
   
  KC = FK*tan(3Æ/2) = OK*tan(3Æ/2)
   
  OD = OC = OK + KC = OK + OK*tan(3Æ/2) = OK[1 + tan(3Æ/2)]
   
  MA = DM/tanÆ = ODsin3Æ/tanÆ
   
  OA = OM + MA = 0.6339746[1 + tan(3Æ/2)](cos3Æ + sin3Æ/tanÆ)
   
  giving TRUE LENGTH TABLE 2 for OA, for every degree, below:
 
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  Pg. 34
 
 
  Pg. 35
 
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