eje 1 deflexiones

8/13/2019 EJE 1 DEFLEXIONES

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Shaft design and calculation

i Check lines:5.3;7.4;

ii Project information

? Inut sectinon

!." Preliminar# shaft diameter design

1.1 Calculation units

1.2 Transmitted power 7.50 [kW] 1. T!pe of s"aft load

1.# $"aft speed 1750 [%min]

1.& Torsion moment &0.'# [(m] 1.7 )aterial of t"e s"aft

1.5 *reliminar! min. diameter 22.&7 [mm]

$." Shaft shae and dimensions

2.1 T"e scale of t"e displa!ed s"aft diameter. Calculation units

2.2 Ta+le ! $ 3 4 5 % 7 &

,ri-in 0.00 5&.00 1&.00 1.00 200.00 200.00 200.00 200.00

5&.000 '2.000 20.000 #&.000

/ a 12.000 20.000 15.000 12.000

/ + 12.000 20.000 15.000 12.000

/ da

/ d+

2.# Total len-t" of t"e s"aft 200.00 [mm] 2. T"e s"aft sur

2.& 4coordinate of t"e left support +earin-3 6ied 50.00 [mm]

2.5 4coordinate of t"e ri-"t support +earin-3 6ree 150.00 [mm]

3." 'otches and necking(do)n on the shaft

4." *oading of the shaft

&.1 oadin- + ,- , alfa t / alfa 0

[mm] [(] [8] [(m] [8] [(%mm]

! 50.00 1'9.0 270

$ 150.00 09.7 '0

3 50.00 '.9 04 150.00 215.0 190

5 1'9.20 &10.9 0

% 1'9.20 1&5.1 270

50 0 50 100 150 200 250

50 0 50 100 150 200 250

15

10

5

0

5

10

15

Shaft calculation Clear


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7 1'9.20 #.#

&

1

!"

5." 2otating masses

5.1 :dditional rotatin- masses resonance speed3

5.2 ;se loadin- from t"e wei-"t of disks in t"e calculationield stren-t" in +endin- && [)*a] .21 ?endin-.5 >ield stren-t" in s"ear 271 [)*a] .22 adial load

. ,or reersed loading .2# Torsion

.7 6ati-ue limit tensionpressu 21& [)*a] .2& Tension%Compression

.9 6ati-ue limit +endin- 29 [)*a] .25 *oading conditions

.' 6ati-ue limit torsion 17' [)*a] .2 oadin- from +endin- moment

.10 ,or c#clic loading .27 oadin- from radial force

.11 6ati-ue limit tensionpressu #21 [)*a] .29 oad from torsional moment

.12 6ati-ue limit +endin- &29 [)*a] .2' oadin- from tension%pressure force

.1# 6ati-ue limit torsion 250 [)*a] .#0 #namic strength check

.1& $pecific mass o 7950.0 [k-%m=#] .#1 Impact from s"aft surface

.15 )odulus of elasticit! in tensi @ 210000 [)*a] .#2 Impact from s"aft siAe

.1 )odulus of elasticit! in s"ear B 90000 [)*a] .## Impact from stress concentration notc"? 2esults section

7." 2esults ( summar#

- # 7.17 Brap"

7.1 eaction in t"e support 1 #.2# 129.095' 12'.&90&' 192.12'1 [(]

7.2 eaction in t"e support 2 0 #'#.7#5' #'1.272&5 555.097 [(]

7.# Total s"aft wei-"t m 0.## [k-]

7.& )aimum deflection ! "."7$" [mm]

7.5 )aimum an-ular deflection 0.0000 [8]

7. :n-ular deflection in 1 0.012' [8]

7.7 :n-ular deflection in 2 0.0#00 [8]

7.9 )a. +endin- stress 90.5 [)*a]

7.' )a. stress in s"ear #.9 [)*a]7.10 )a. stress in torsion 0.0 [)*a]

7.11 )a. stress in tension%pressu 0.# [)*a]

7.12 )a. euiDalent stress 91.0 [)*a]

7.1# )in. static safet! #.#

7.1& )in. d!namic safet! 2.2'

7.15 Critical speed :3 0.0 [%min]

Critical speed ?3 1#7&71. [%min]

Critical speed C3 '#&59.9 [%min]

7.1 2esults for + co(ordinate 50.00 150.00 1'9.20 20'5.50 2127.25 2127.25

0.0121199 0.029#07'# 0.1117#121 0.1117#117 0.1117#117 0.1117#117

0.00&29257 0.0100055 0.0#'51&2 0.0#'51&2 0.0#'51&2 0.0#'51&2

0.01295#2 0.0#002&1# 0.1195121 0.11951257 0.11951257 0.11951257

0 1.7#5@019 0.022#5 0.02&01 0.02&01 0.02&01

0 #.97'@019 0.079'1&1 0.0720292' 0.0720292' 0.0720292'

0$>%e

$>+%e+$>s%es

C

eC

C

"C

e"C

"C

#6

e

s

t

-r

$6$t

$6

nc

nc

nc

0 50 100 150"

5

!"

!5

$"

$5


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&." rah ( eflection8 9ending angle

9.1 CurDes in -rap" + Plane + Plane Sum

eflection


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1 !"

200.00 200.00

face ou-"ness a3

/ alfa

[mm] [8]

r ta/le of results


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20

0.95

1.701.70

1.70

1.70

2127.25 2127.25

0.1117#117 0.1117#117

0.0#'51&2 0.0#'51&2

0.11951257 0.11951257

0.02&01 0.02&01

0.0720292' 0.0720292'

200 250"

5

!"

!5

$"

$5


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ngle

ngle

ngle

nal moment


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tatic safet#

200 2500

5

10

15

20

25


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CalculationAs units

Imperial l+fE inE F*G.3$I ;nits (E mmE kWG3

@#e of load

:G$tatic torsion $tatic torsion?G$tatic torsion H +endin- $tatic torsion H +endin-CGepeated torsion H +endin- epeated torsion H +endin-

aterial oad t!pe m[)*a] $u[psi]:...Common structural steel 5003 Common structur 500 72500?...$tructural steel wit" increased stre$tructural steel wi 950 12#250C...Fi-"stren-t" structural steel 12 Fi-"stren-t" stru 1200 17&000

llo)a/le torsional shearing stress e!wa! slottin- cutter3 @>

$trai-"tsided splines $*I(@InDolute splines $*I(@*ress fit t!pe 13 *@$$*ress fit t!pe 23 *@$$*ress fit t!pe #3 *@$$T"read TF@:

aterial ta/le 2 # &

)aterial I )aterial name C"ar

:G$tructural steel #50 7003 $tructural steel :?Gefined and allo!ed steel 500 1 efined and allo! ?CGCase"ardened steel 700 12003 Case"ardened st CGBre! cast iron 100 #503 Bre! cast iron @Gi-"t allo!s 100 &503 i-"t allo!s @

@a/le of @ensile Strength8 Bltimate

500 0 &55&5 15'0 2#5 #

90 &725 5


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770 915 790 9'05 ''50 10''5 1110&0 121095 1#11#0 1&1175 151220 1125 171#10 191#55 1'1&00 20

Seniti# coeficient

2m


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20 0.'1 0.'1 0.'1#0 0.9 0.9 0.9&0 0.91 0.91 0.9150 0.79 0.79 0.790 0.7 0.7 0.770 0.7& 0.7& 0.7&90 0.7# 0.7# 0.7#100 0.72 0.72 0.72120 0.7 0.7 0.7150 0.9 0.9 0.91000 0. 0. 0.

Shaft surface coeficient ( selectio T!pe I a [nmm]:G*olis"ed 0.13 *olis"ed : 0.1?G6ine -round 0.23 6ine -round ? 0.2CGBround 0.93 Bround C 0.9

GTurned 1.3 Turned 1.@Gou-" mac"ined #.23 ou-" mac"ined @ #.26G;nmodified 253 ;nmodified 6 25BG$urface wit" iron scales 3 rface wit" iron scal B FGCorrosion 3 Corrosion F

Shaft surface coeficient ( alues

m [)*a] : ? C0 1 1 0.'9

100 1 0.'' 0.'7200 1 0.'9 0.'&00 1 0.' 0.'2

00 1 0.'& 0.9'900 1 0.'2 0.971000 1 0.'2 0.91200 1 0.'1 0.951&00 1 0.'1 0.95

aterial senitiit# coefficient 9ending @orsion

0 0.01 0.01&00 0.01 0.01500 0.02 0.0100 0.0& 0.02700 0.0 0.0#900 0.0' 0.0&'00 0.12 0.01000 0.15 0.091100 0.19 0.0'1200 0.22 0.121#00 0.2 0.151&00 0.#1 0.19

@a/le of shaft diameters

Cone /egin Cone end Cone length Start dia

0 5& 5& 12

5& 1& '2 201& 1 20 15


12/151

1 200 #& 12200 200 0 0200 200 0 0200 200 0 0200 200 0 0200 200 0 0200 200 0 0

Stress coeficients tensionD

e! : e! ?

0 1 1 1200 1 1.2 1.1#00 1 1.#5 1.2&00 1 1.51 1.#500 1 1.& 1.#9

00 1 1.7 1.&700 1 1.9' 1.5&900 1 2.01 1.2'00 1 2.1& 1.&1000 1 2.2 1.771100 1 2.#9 1.91200 1 2.5 1.'2

Stress coeficients /endingD

0 1 1 1200 1 1.2 1.1#00 1 1.#5 1.2&00 1 1.51 1.#

500 1 1.& 1.#900 1 1.7 1.&700 1 1.9' 1.5&900 1 2.01 1.2'00 1 2.1& 1.&1000 1 2.2 1.771100 1 2.#9 1.91200 1 2.5 1.'2

Stress coeficients torsionD

0 1 1 1200 1 1.05 1.05#00 1 1.1 1.1&00 1 1.2 1.2500 1 1.#7 1.#700 1 1.5& 1.5&700 1 1.71 1.71900 1 1.99 1.99'00 1 2.05 2.051000 1 2.22 2.221100 1 2.#2 2.#21200 1 2.#' 2.#'

Eole coeficientsd% 0 0.1 0.2


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: 1 0.97 0.7&I 1 0.9# 0.$ 1 0.9# 0.9Ik 1 0.'1 0.92

@a/le of results columns I (ame ;nits $I01GJ $"ear force [(] 01 J $"ear force (02GJ ?endin- moment [(m] 02 J ?endin- mo (m0#GJ :n-ular deflection [8] 0# J :n-ular defle 80&GJ eflection [mm] 0& J eflection mm05GJ ?endin- stress [)*a] 05 J ?endin- stre )*a0GJ $tress in s"ear [)*a] 0 J $tress in s"e )*a07G> $"ear force [(] 07 > $"ear force (09G> ?endin- moment [(m] 09 > ?endin- mo (m0'G> :n-ular deflection [8] 0' > :n-ular defle 810G> eflection [mm] 10 > eflection mm

11G> ?endin- stress [)*a] 11 > ?endin- stres )*a12G> $tress in s"ear [)*a] 12 > $tress in s"e )*a1#G$"ear force $um [(] 1# $"ear force $u (1&G?endin- moment $um [(m] 1& ?endin- momen (m15G:n-ular deflection $um [8] 15 :n-ular deflectio 81Geflection $um [mm] 1 eflection $um mm17G?endin- stress $um [)*a] 17 ?endin- stress )*a19G$tress in s"ear $um [)*a] 19 $tress in s"ear )*a1'G$"ear force irection of ma. Da 1' $"ear force ir 820G?endin- moment irection of m 20 ?endin- momen 821G:n-ular deflection irection of 21 :n-ular deflectio 822Geflection irection of ma. Dal 22 eflection ire 8

2#G?endin- stress irection of ma 2# ?endin- stress 82&G$tress in s"ear irection of ma 2& $tress in s"ear 825GTorsional moment [(m] 25 Torsional mome (m2G$tress in torsion [)*a] 2 $tress in torsion )*a27GTorsion an-le [8] 27 Torsion an-le 829GTension [(] 29 Tension (2'G$tress in tension [)*a] 2' $tress in tension )*a#0G@uiDalent stress [)*a] #0 @uiDalent stres )*a#1GTotal coefficient +endin- #1 Total coefficient K#2GTotal coefficient tension #2 Total coefficient K##GTotal coefficient s"ear ## Total coefficient K#&GTotal coefficient torsion #& Total coefficient K#5GCross section area [mm=2] #5 Cross section a mm=2#GCrosssection uadratic moment # Crosssection mm=GCrosssection section modulus i #7 Crosssection s mm=##9GCrosssection *olar moment of i #9 Crosssection * mm='GCross section *olar section mod #' Cross section * mm=#&0G$afet! coefficient euiDalent stre &0 $afet! coefficient euiDalent stre&1G$afet! coefficient static3 &1 $afet! coefficient static3&2G$afet! coefficient d!namic3 &2 $afet! coefficient d!namic3G@mpt! -rap" @mpt! -rap"

$afet! ma. Dalue

510


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2050

100200500

1000

Coeficient lfa"

Torsion ?endin- L static d!namic alternatin-static 1 0.9 0.7

d!namic 1.15 1 0.95alternatin- 1.# 1.15 1

Coeficient for critical seed

$"aft freel! rotatin- in +earin-sE oDer 0.' $"aft freel! rotatin- in +earin-sE$"aft freel! rotatin- in +earin-sE rotati 1 $"aft freel! rotatin- in +earin-sE$tationar! placed s"aft onl! discs ar 1.# $tationar! placed s"aft onl! disc


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5 7 9 ' 10 11

ensit!)odul of @lasticit!

Tension Torsion

k-%m# )*a )*a )*a )*a )*a )*a7950 210000 90000 #50 700 &00 #&5.17950 210000 90000 500 1&00 00 #9.757950 210000 90000 700 1200 '00 #577200 199000 79#00 100 #50 200 #572900 7#000 27&00 100 &50 #00 &1.5

m3min m3ma m3selected

e3selected


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)aterial )aterial @0.2 0.#0.2# 0.#50.2 0.&0.# 0.&50.# 0.50.# 0.50.# 0.50.# 0.50.# 0.50.# 0.50.# 0.5

0.# 0.50.# 0.50.# 0.50.# 0.5

)aterial )aterial @1 11 1

0.9 10.9 10.75 10.71 10.' 10.9 10.7 10.& 10.2 10.1 10.5& 1

)aterial )aterial @

1 11 1


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0.'1 10.9 10.91 10.79 10.7 10.7& 10.7# 10.72 10.7 10.9 10. 1

a [ninc"]&9

#2

&1251000

@ 6 B F0.' 0.'5 0.'2 0.' 0.950.'7 0.'& 0.' 0.97 0.90.'# 0.' 0.9 0.79 0.70.99 0.9# 0.75 0.9 0.59

0.95 0.79 0.' 0. 0.&70.92 0.7 0. 0.55 0.#70.7' 0.7# 0.# 0.&9 0.290.79 0.72 0.5' 0.& 0.220.79 0.71 0.57 0.#5 0.2

Fnd dia

12

2015


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12000000

T"read (eck

1. 1. 1.& 1.# 1.05 1.1 21.9 1.9 1. 1.&5 1.1 1.2 2.11.'5 1.'5 1.9 1. 1.15 1.# 2.22.1 1.&1 2.1 1.75 1.2 1.&5 2.#2.25 1. 2.& 2 1.# 1.79 2.&

2.# 1.& 2. 2.2 1.& 1.' 2.52.&5 1.&' 2.' 2.& 1.5 2.2 2.2.55 1.52 #.1 2. 1. 2.#2 2.752.7 1.55 #.5 2.9 1.9 2.&7 2.9#2.7 1.59 #.9 #.1 1.' 2.1 #2.75 1.5' &.1 #.& 2.1 2.75 #.12.9 1. &.& #.7 2.# 2.' #.2

1. 1. 1.& 1.# 1.05 1.1 21.9 1.9 1. 1.&5 1.1 1.2 2.11.'5 1.'5 1.9 1. 1.15 1.# 2.22.1 1.&1 2.1 1.75 1.2 1.&5 2.#

2.25 1. 2.& 2 1.# 1.79 2.&2.# 1.& 2. 2.2 1.& 1.' 2.52.&5 1.&' 2.' 2.& 1.5 2.2 2.2.55 1.52 #.1 2. 1. 2.#2 2.752.7 1.55 #.5 2.9 1.9 2.&7 2.9#2.7 1.59 #.9 #.1 1.' 2.1 #2.75 1.5' &.1 #.& 2.1 2.75 #.12.9 1. &.& #.7 2.# 2.' #.2

1.1 1.1 1 1 1 1 1.51.15 1.15 1.0& 1 1 1 1.1.25 1.25 1.17 1.0& 1 1 1.71.#5 1.#5 1.#5 1.1#75 1 1 1.91.&5 1.&5 1.5 1.# 1 1 1.91.55 1.55 1.' 1. 1 1 1.'&1. 1. 1.995 1.5 1 1 2.021.5 1.5 2.015 1.' 1.0& 1 2.11.7 1.7 2.275 1.92 1.17 1 2.151.72 1.72 2.&7 2.015 1.2#5 1 2.2#1.7# 1.7# 2.5 2.21 1.#5 1 2.#1.75 1.75 2.9 2.&05 1.&'5 1 2.&

0.# 0.& 0.5 0. 0.7 0.9 0.'

$tri-"tsplines

InDolutesplines

C!lindricalpressure :

C!lindricalpressure ?

C!lindricalpressure C


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0.2 0.5 0.#' 0.29 0.1' 0.1 0.0&0.51 0.#7 0.25 0.15 0.09 0.0# 0.000.5# 0.&1 0.2' 0.1' 0.11 0.05 0.010.7# 0.# 0.52 0.&2 0.2' 0.17 0.07

;nits Imp @ranslation ta/lel+f $"ear force

l+fNft ?endin- moment8 :n-ular deflectionin eflectionpsi ?endin- stresspsi $tress in s"earl+f $um

l+fNft irection of ma. Dalue8in

psipsil+f

l+fNft8inpsipsi8888

88

l+fNftpsi8

l+fpsipsiKKKK

in=2in=&in=#in=&in=#

ss3


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Der"un- rotatin- disc otatin- disc +etween t"e +earin-s

s are rotatin-


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12 1# 1& 15 1 17

Tension Compression ?endin-

e+

coef N m coef 0.#9 0.57 0.&' 0.7#5 1.# 0.#50.# 0.5& 0.&9 0.72 1.2 0.#0.&2 0.# 0.& 0.' 1.# 0.#0.25 0.#75 0.&2 0.72 1.# 0.&0.# 0. 0.& 0.7& 1.# 0.25

C "C C+ "C+ Ct


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24/151

1


25/151

0000


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27/151

19 1' 20 21

Torsion

et

)*a0.&025 0.7 &&9.# 2&1.570.&2 0.7 &&.1 270.7250.#' 0. &&.1 21&.20.5 0. &&.1 21&.20.5 0. 5&1.&5 2&'.'

e+3selected

es3selected

"Ct


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29/151


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31/151


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!." eneral

1.1 an-ua-e

$." Info

2.1 (ame of "elp file s"aft."tm2.2 Oersion num+er s"aftP01P92

2.# Oersion date 7.12.200'21Q#5Q&2

Cop!ri-"t R 200#T"is pro-ram%work+ook is cop!ri-"t protected www.mitcalc.com

:ut"oriAation
http://www.mitcalc.com/http://www.mitcalc.com/


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!." +, Gutut @arget lications @a/le

$election ist CommandSs Ta+le (ame $ende!s :pp (ame46 6ile:utoC: T TP46CP:C: :utoC: T:utoC: 12 TP46CP:C: :utoC: 12:utoC: 1# TP46CP:C:1& :utoC::utoC: 1& TP46CP:C:1& :utoC::utoC: 2000 TP46CP:C: :utoC: 2000:utoC: 2002 TP46CP:C: :utoC: 2002:utoC: 200& TP46CP:C: :utoC: 200&:utoC: 2005 TP46CP:C: :utoC: 2005:utoC: 200 TP46CP:C: :utoC: 200:utoC: 2007 TP46CP:C: :utoC: 2007:utoC: 2009 TP46CP:C: :utoC: 2009:utoC: 200' )ec"anicalG3TP46CP:C: :utoC::utoC: 2010E2011 )ec"aniTP46CP:C: :utoC:

IntelliC: 2001 TP46CPIC: Intellicad 2001C:opia IntelliC: & TP46CPIC: C:opia IntelliC: &:s"lar Brap"ite D7.2 @( TP46CPB:*FIT@ Brap"iteTur+oC: *rofessional D9.2 @ TP46CPTC:O92 Tur+oC: *rofessional D9.2(ot used(ot used(ot used TP46CPIC: ocument(ame (otepad

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4." +, Eeader efinition ISG8 mmD

5." +, Eeader efinition 'SI8 InchD

%." +, Fnd of ,ile

0V@($@CV0V@,6

7." 'ame of Cell Containing the Bser Part

P46P;ser*art1

&." +, Bser Part efinition String

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1

1." Parameters for +, ta/les

*iel siAe scale [mm] 0.#5Tet widt" scale 0.7Tet "i-"t scale 0.Tet +order justif! 0.9

ra)ing Scale

:utomatic 0.&1Q100 1001Q50 501Q20 201Q10 101Q5 52Q5 2.5

1Q2 21Q1 12Q1 0.55Q2 0.&5Q1 0.210Q1 0.1

S#stem aria/les

:pplication (ame 46 6ileCommand Ta+le (ame 0$ende!s :pp (ame 0@ :pp (ame 0

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@ur/oC Professional &.$

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43/151

@ :pp (ame @ Topic

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71/151

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59 1'9.721 1.57'&9& 0.011# 0.001& 2.01102 0.#255 '.'1&1


74/151


75/151

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90 1'9.1'#' 5.'&5711 0.009&2 0.00555 7.570#1& 0.#0971 '.'1&190.& 1'9.19&2 .02&'99 0.009#& 0.0051 7.7125# 0.#09& '.'1&1

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9.& 1'9.0#' 7.21#97 0.00'& 0.00&2 '.19&752 0.#0#79 '.'1&19.9 1'9.02'& 7.2'2'0# 0.009& 0.00&7 '.29512 0.#0#&7 '.'1&197.2 1'9.01'7 7.#7211& 0.007& 0.0051 '.#9&9 0.#0#1 '.'1&197. 1'9.01 7.&51#22 0.00# 0.005 '.&97#19 0.#0295 '.'1&1

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'0 1'7.'51' 7.'2&99 0.005'' 0.009# 10.0'2#2 0.#0101 '.'1&1

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'2 1'7.'0# 9.#22#5# 0.005&2 0.0070# 10.5'#5 0.2''&7 '.'1&1'2.& 1'7.9'#' 9.&01515 0.005# 0.00707 10.'71& 0.2''1 '.'1&1'2.9 1'7.99&2 9.&9072 0.00519 0.0071 10.7'7'# 0.2'995 '.'1&1'#.2 1'7.97&5 9.55'92 0.0050 0.0071& 10.9'971 0.2'95& '.'1&1'#. 1'7.9&9 9.#9'7 0.00&'& 0.00717 10.'''&' 0.2'92# '.'1&1

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100.& 1'7.700# '.'9#'# 0.00272 0.007& 12.711'# 0.2'# '.'1&1

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110 1'7.&91 11.9907' 0.000'51 0.00791 15.1270' 0.295 '.'1&1

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11 1'7.#22' 1#.051' 0.00#57 0.00759 1.#511 0.290'9 '.'1&111.& 1'7.#1#2 1#.1&&12 0.00#751 0.0075 1.7#51 0.2909 '.'1&111.9 1'7.#0# 1#.22#0& 0.00#'#5 0.0075# 1.9#1 0.290#7 '.'1&1117.2 1'7.2'#' 1#.#01' 0.00&12 0.00751 1.'#5' 0.2900 '.'1&1117. 1'7.29&2 1#.#9099 0.00 0.007&9 17.0#707 0.27'75 '.'1&1

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77/151

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78/151

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15& &0'.7&9 19.1215# 0.0#55& 0.0022#' 5&.'1' 2.#197 1&5.0515&.& &0'.75& 17.'57& 0.0#7##' 0.002&'5 5&.1'70# 2.#197# 1&5.0515&.9 &0'.75' 17.7'#7# 0.0#9117 0.002755 5#.702#7 2.#197 1&5.05

155.2 &0'.75 17.2'9# 0.0#9999 0.00#021 5#.2077 2.#197' 1&5.05155. &0'.77 17.&5'2 0.0#'51 0.00#2'# 52.71#02 2.#1992 1&5.05

15 &0'.77 17.#0202 0.0&0&07 0.00#57 52.219#& 2.#199 1&5.0515.& &0'.791 17.1#911 0.0&115 0.00#952 51.72#5 2.#199' 1&5.0515.9 &0'.797 1.'7&1' 0.0&19'9 0.00&1#' 51.229'5 2.#19'2 1&5.05157.2 &0'.7'2 1.91029 0.0&2## 0.00& 50.7#&25 2.#19'5 1&5.05157. &0'.7'7 1. 0.0# 0.00&72' 50.2#'5& 2.#19'9 1&5.05

159 &0'.90# 1.&92&& 0.0&&091 0.0050#2 &'.7&&9# 2.#1'01 1&5.05


79/151

159.& &0'.909 1.#1952 0.0&&7'& 0.005#& &'.2501 2.#1'0& 1&5.05159.9 &0'.91& 1.15& 0.0&55 0.00552 &9.755#9 2.#1'07 1&5.0515'.2 &0'.91' 15.''07 0.0&1'9 0.005'7 &9.20& 2.#1'1 1&5.0515'. &0'.925 15.9275 0.0&9' 0.002'# &7.75' 2.#1'1# 1&5.05

10 &0'.9# 15.292 0.0&757& 0.002 &7.27115 2.#1'1 1&5.0510.& &0'.9# 15.&'999 0.0&9251 0.00'52 &.77#' 2.#1'1' 1&5.05

10.9 &0'.9&1 15.##&'5 0.0&9'21 0.00729' &.291# 2.#1'2# 1&5.0511.2 &0'.9& 15.17101 0.0&'59& 0.007#1 &5.7997 2.#1'2 1&5.0511. &0'.952 15.00707 0.0502#' 0.007'77 &5.2'20' 2.#1'2' 1&5.05

12 &0'.957 1&.9# 0.050997 0.009#27 &&.7'7#1 2.#1'#2 1&5.0512.& &0'.9# 1&.7'1' 0.051529 0.0099# &&.#0252 2.#1'#5 1&5.0512.9 &0'.99 1&.51525 0.05212 0.00'0&2 .9077# 2.#1'#9 1&5.051#.2 &0'.97& 1&.#51# 0.05279' 0.00'&07 .#12'# 2.#1'&1 1&5.051#. &0'.97' 1&.197#5 0.05#&09 0.00'775 &2.91912 2.#1'&& 1&5.05

1& &0'.995 1&.02#& 0.05&021 0.0101&9 &2.#2## 2.#1'&7 1&5.051&.& &0'.9' 1#.95'&& 0.05&2 0.010525 &1.929&9 2.#1'5 1&5.051&.9 &0'.9'5 1#.'5&' 0.05522# 0.010'0 &1.### 2.#1'5# 1&5.0515.2 &0'.'01 1#.5#15# 0.05591& 0.0112'2 &0.9#992 2.#1'5 1&5.05

15. &0'.'0 1#.#757 0.05#'9 0.01192 &0.#'9 2.#1' 1&5.051 &0'.'12 1#.20#1 0.05'7& 0.012075 #'.9&'1& 2.#1'# 1&5.05

1.& &0'.'17 1#.0#'& 0.0575 0.012&7# #'.#5&29 2.#1' 1&5.051.9 &0'.'21 12.9759 0.059'15 0.012975 75.9'7#1 #.2&&' 1&5.0517.2 &0'.'2& 12.71171 0.002' 0.01#29 7&.'#079 #.2&5# 1&5.0517. &0'.'29 12.5&77& 0.0105 0.01#707 7#.'&2& #.2&5 1&5.05

19 &0'.'#1 12.#9#77 0.02'2& 0.01&1#7 72.''7' #.2&5' 1&5.0519.& &0'.'#5 12.21'7' 0.0&22 0.01&57 72.0#11# #.2&2 1&5.0519.9 &0'.'#9 12.05592 0.0550' 0.015025 71.0&57 #.2&5 1&5.051'.2 &0'.'&2 11.9'19& 0.077 0.015&92 70.0'9 #.2&9 1&5.051'. &0'.'&5 11.72797 0.0902& 0.015'&9 '.1#1&1 #.2&71 1&5.05

170 &0'.'&' 11.5#9' 0.0'255 0.01&2# 9.1&92 #.2&7& 1&5.05

170.& &0'.'52 11.#'''1 0.070&' 0.01'07 7.1'92# #.2&77 1&5.05170.9 &0'.'55 11.2#5'# 0.0715 0.017#'' .2#12 #.2&9 1&5.05171.2 &0'.'5' 11.071'5 0.0729 0.0179'' 5.2501 #.2&9# 1&5.05171. &0'.'2 10.'07' 0.07&00& 0.019&07 &.2'9#' #.2&9 1&5.05

172 &0'.' 10.7'9 0.0751&7 0.019'2& #.##175 #.2&9' 1&5.05172.& &0'.'' 10.57''' 0.0727# 0.01'&&' 2.#512 #.2&'# 1&5.05172.9 &0'.'7# 10.&1 0.077#91 0.01''91 1.#'9&7 #.2&' 1&5.0517#.2 &0'.'7 10.25202 0.079&71 0.020521 0. #.2&'' 1&5.0517#. &0'.'9 10.0990# 0.07'5&& 0.0210' 5'.&515 #.2502 1&5.05

17& &0'.'9# '.'2&0## 0.0905'' 0.02125 59.&'9&9 #.2505 1&5.0517&.& &0'.'97 '.700& 0.091#7 0.022197 57.5#19 #.2509 1&5.0517&.9 &0'.'' '.5'0&5 0.09257 0.022757 5.5511 #.2511 1&5.05

175.2 &0'.''& '.&' 0.09#5' 0.02###& 55.5'9&2 #.251& 1&5.05175. &0'.''7 '.29052 0.09&&& 0.02#'19 5&.#171 #.2517 1&5.05

17 &10.001 '.10&05# 0.09512 0.02&50' 5#.5 #.252 1&5.0517.& &10.00& 9.'&0052 0.0951 0.025107 52.'929 #.252# 1&5.0517.9 &10.009 9.77051 0.097&'# 0.025711 51.7#155 #.252 1&5.05177.2 &10.011 9.120&9 0.099&09 0.02#22 50.7&91 #.25# 1&5.05177. &10.015 9.&&90 0.09'#05 0.02'#' &'.7'907 #.25## 1&5.05

179 &10.019 9.29&0#7 0.0'019& 0.0275# &9.9#1#1 #.25# 1&5.05


80/151

179.& &10.022 9.1200# 0.0'10& 0.0291'2 &7.9&55 #.25#' 1&5.05179.9 &10.025 7.'5021 0.0'19' 0.029929 &.9'779 #.25&2 1&5.0517'.2 &10.02' 7.7'2011 0.0'2717 0.02'&' &5.'#1 #.25&5 1&5.0517'. &10.0#2 7.29 0.0'#52 0.0#0117 &&.'&22 #.25&9 1&5.05

190 &10.0# 7.'97 0.0' 0.0#077 .''7&2 #.2551 1&5.05190.& &10.0#' 7.2'''7# 0.0'50'2 0.0#1&29 .0#02 #.255& 1&5.05

190.9 &10.0 7.1#5'57 0.0'59&9 0.0#20'2 &2.0#91 #.2557 1&5.05191.2 &10.0& .'71'& 0.0'597 0.0#271 &1.0''' #.25 1&5.05191. &10.05 .907'22 0.0'7#09 0.0## &0.1#01 #.25# 1&5.05

192 &10.05# .'02 0.0'9011 0.0#&115 #'.1### #.25 1&5.05192.& &10.057 .&7'99 0.0'9'7 0.0#&7'' #9.1'&9 #.257 1&5.05192.9 &10.0 .#15959 0.0''# 0.0#5&99 #7.22'# #.257# 1&5.0519#.2 &10.0# .1519#& 0.10001 0.0#192 #.2277 #.257 1&5.0519#. &10.07 5.'97909 0.1005 0.0#99 #5.2'5' #.257' 1&5.05

19& &10.07 5.92#792 0.10125 0.0#759# #&.#2'02 #.2592 1&5.0519&.& &10.07& 5.5'75& 0.1019# 0.0#92' ##.#21& #.2595 1&5.0519&.9 &10.077 5.&'572& 0.102&&& 0.0#'001 #2.#'525 #.2599 1&5.05195.2 &10.091 5.##1'# 0.10#007 0.0#'71 #1.&29#& #.25'1 1&5.05

195. &10.09& 5.171 0.10#552 0.0&0 #0.&1 #.25'& 1&5.0519 &10.099 5.00#27 0.10&09 0.0&1159 2'.&'&52 #.25'7 1&5.05

19.& &10.0'1 &.9#'5'2 0.10&5' 0.0&1995 29.5275' #.2 1&5.0519.9 &10.0'5 &.75555 0.105092 0.0&215 27.50 #.20# 1&5.05197.2 &10.0'9 &.511517 0.105557 0.0#&9 2.5'#71 #.207 1&5.05197. &10.102 &.#&7&79 0.1001& 0.0&&095 25.27 #.21 1&5.05

199 &10.105 &.19# 0.10&5& 0.0&&92 2&.5'9 #.21# 1&5.05199.& &10.10' &.01'#'5 0.1097 0.0&55' 2#.'29& #.21 1&5.05199.9 &10.112 #.955#52 0.107291 0.0 22.7259 #.21' 1&5.0519'.2 &10.11 #.'1#07 0.1079 0.0&70& 21.75999 #.222 1&5.0519'. &10.11' #.5272 0.1090#7 0.0&7915 20.7'19' #.225 1&5.05

1'0 &10.12# #.##21# 0.109#9' 0.0&957 1'.92&9' #.229 1&5.05

1'0.& &10.12 #.1''1& 0.10972# 0.0&'#2 19.95799 #.2#1 1&5.051'0.9 &10.1# #.0#511# 0.10'0& 0.050095 17.9'09 #.2#& 1&5.051'1.2 &10.1## 2.97101 0.10'##' 0.0509&7 1.'2#9& #.2#7 1&5.051'1. &10.1#7 2.707009 0.10'2 0.0511 15.'59 #.2& 1&5.05

1'2 &10.1& 2.5&2'5# 0.10'99& 0.052#75 1&.'9'7 #.2 1&5.051'2.& &10.1&& 2.#799'7 0.1101#1 0.05#1&2 1&.02271 #.2&7 1&5.051'2.9 &10.1&7 2.21&9& 0.110#5' 0.05#'11 1#.055 #.25 1&5.051'#.2 &10.151 2.050791 0.11057 0.05&92 12.0995' #.25# 1&5.051'#. &10.15& 1.99721 0.1107& 0.055&5& 11.12152 #.25 1&5.05

1'& &10.159 1.7225' 0.110'& 0.05227 10.15& #.25' 1&5.051'&.& &10.11 1.5595' 0.1110'9 0.057001 '.197#&& #.22 1&5.051'&.9 &10.15 1.#'&5#2 0.1112#' 0.057777 9.2202&5 #.25 1&5.05

1'5.2 &10.19 1.2#0& 0.111#2 0.05955& 7.25#1#9 #.29 1&5.051'5. &10.171 1.0#'' 0.111&7 0.05'##1 .2902# #.271 1&5.05

1' &10.175 0.'02## 0.111555 0.0010' 5.#19' #.27& 1&5.051'.& &10.20' 0.7#92 0.1112 0.00999 &.#517' #.270& 1&5.051'.9 &10.27# 0.57&177 0.1117' 0.017 #.#9&557 #.271 1&5.051'7.2 &10.##9 0.&1007 0.11171& 0.02&&7 2.&171'& #.2919 1&5.051'7. &10.&02 0.2&5'#2 0.1117#1 0.0#227 1.&&'7' #.2975 1&5.05

1'9 &10.& 0.091772 0.1117#1 0.0&007 0.&9201# #.2'#2 1&5.05


81/151

1'9.& 0.257#99 0.0002 0.1117#1 0.0&797 0.00152 0.00227 1@0101'9.9 0.1'#0&1 0.00015 0.1117#1 0.0557 0.000'1 0.001707 1@0101''.2 0.129'& 9@005 0.1117#1 0.0#&7 0.000& 0.0011#9 7@0111''. 0.0&7 #@005 0.1117#1 0.07127 0.00015 0.0005' &@011

200 0 0 0.1117#1 0.07'07 0 0 0


82/151

9 ' 10 11 12 1# 1& 15 1)oP! 6iP! !P! $+P! $sP! TPsum )oPsum 6iPsum !Psum[(m] [rad] [mm] [)*a] [)*a] [(] [(m] [rad] [mm]

0 0.00&29& 0.00#7& 0 0 0 0 0.01291 0.01119'#.9@015 0.00&29& 0.00#71 2.2@01& 2.1@015 0.00'9 1.&@00 0.01291 0.0111

5.2@015 0.00&29& 0.00#9 #.1@01& 2.1@015 0.010&51 &.2@00 0.01291 0.01101&@015 0.00&29& 0.00#5 #@01& 2.1@015 0.01#'#5 9.&@00 0.01291 0.010'21

&.&@015 0.00&29& 0.00#2 2.@01& 2.1@015 0.017&1' 1.&@005 0.01291 0.0109#22@015 0.00&29& 0.00#5' '@015 2.1@015 0.020'0# 2.1@005 0.01291 0.0107&2

#.@015 0.00&29& 0.00#5 2.1@01& 2.1@015 0.02 2.'@005 0.01291 0.0105#5.0@015 0.00&29& 0.00#5# 2.'@01& 2.1@015 0.02797 #.'@005 0.01291 0.0105#'@01 0.00&29& 0.00#5 5@015 2.1@015 0.0#1#5& 5.0@005 0.01291 0.010&7&

7.7@015 0.00&29& 0.00#&7 &.@01& 2.1@015 0.0#&9#9 .#@005 0.01291 0.010#9&1.9@015 0.00&29& 0.00#&& 1.1@01& 2.1@015 0.0#9#22 7.7@005 0.01291 0.0102'5#@01 0.00&29& 0.00#&1 2@015 2.1@015 0.0&1905 '.2@005 0.01291 0.01020

&.9@015 0.00&29& 0.00##9 2.9@01& 2.1@015 0.0&529' 0.00010' 0.01291 0.010111@015 0.00&29& 0.00##5 7@015 2.1@015 0.0&977# 0.000127 0.01291 0.010027

7.5@015 0.00&29& 0.00##2 &.&@01& 2.1@015 0.052257 0.0001& 0.01291 0.00''#71.@015 0.00&29& 0.00#2' '.&@015 2.1@015 0.0557&1 0.00017 0.01291 0.00'9&9#.0@015 0.00&29& 0.00#2 1.9@01& 2.1@015 0.05'22& 0.0001' 0.01291 0.00'759&.5@015 0.00&29& 0.00#2# 2.7@01& 2.1@015 0.02709 0.00021# 0.01291 0.00''2.2@015 0.00&29& 0.00#2 1.#@01& 2.1@015 0.01'2 0.0002#9 0.01291 0.00'597.#@015 0.00&29& 0.00#17 &.#@01& 2.1@015 0.0'7 0.00025 0.01291 0.00'&'1.#@015 0.00&29& 0.00#1& 7.'@015 2.1@015 0.07#15' 0.0002'# 0.01291 0.00'&012.9@015 0.00&29& 0.00#11 1.@01& 2.1@015 0.07 0.000#22 0.01291 0.00'#11&.2@015 0.00&29& 0.00#09 2.5@01& 2.1@015 0.090127 0.000#5# 0.012911 0.00'2222@015 0.00&29& 0.00#05 '@015 2.1@015 0.09#11 0.000#95 0.012911 0.00'1#2

1.1@01& 0.00&29& 0.00#02 .&@01& 2.1@015 0.0970'5 0.000&19 0.012911 0.00'0&.7@015 0.00&29& 0.002'' 2.9@01& 2.1@015 0.0'0579 0.000&5# 0.012911 0.009'5&

.2@015 0.00&29& 0.002' #.@01& 2.1@015 0.0'&02 0.000&9' 0.012911 0.0099&&.0@015 0.00&29& 0.002'# 2.&@01& 2.1@015 0.0'75& 0.000527 0.012911 0.0097752@015 0.00&29& 0.002' 1@01& 2.1@015 0.1010# 0.0005 0.012911 0.00995

.'@015 0.00&29& 0.00297 &.1@01& 2.1@015 0.10&51# 0.0000 0.012911 0.0095'&.5@015 0.00&29& 0.0029& 2.@01& 2.1@015 0.107''7 0.000&9 0.012911 0.009505.'@015 0.00&29& 0.00291 #.5@01& 2.1@015 0.111&91 0.000'1 0.012911 0.009&177.&@015 0.00&29& 0.00279 &.#@01& 2.1@015 0.11&'5 0.0007# 0.012911 0.009#271.5@015 0.00&29& 0.00275 '.1@015 2.1@015 0.119&&' 0.000792 0.012911 0.0092#9.@015 0.00&29& 0.00272 #.'@01& 2.1@015 0.121'#2 0.00092' 0.012911 0.0091&'5.@01 0.00&29& 0.002' #.#@015 2.1@015 0.125&1 0.000979 0.012911 0.00905'5.7@015 0.00&29& 0.002 #.#@01& 2.1@015 0.129' 0.000'29 0.012911 0.007'77.1@015 0.00&29& 0.002# &.2@01& 2.1@015 0.1#2#9& 0.000'9 0.012912 0.00799

1.#@015 0.00&29& 0.002 7.@015 2.1@015 0.1#599 0.0010## 0.012912 0.0077'11.0@01& 0.00&29& 0.00257 5.'@01& 2.1@015 0.1#'#51 0.001097 0.012912 0.007701#.'@015 0.00&29& 0.0025& 2.#@01& 2.1@015 0.1&29#5 0.0011 0.012912 0.007122.0@015 0.00&29& 0.00251 1.2@01& 2.1@015 0.1' 0.0012 0.012912 0.0075221.0@01& 0.00&29& 0.002&9 .2@01& 2.1@015 0.1&'90# 0.001259 0.012912 0.007#&.&@015 0.00&29& 0.002&5 2.@01& 2.1@015 0.15#29 0.001#19 0.012912 0.007#&&'.9@015 0.00&29& 0.002&2 5.9@01& 2.1@015 0.1577 0.001#9 0.012912 0.00725.7@015 0.00&29& 0.002#' 2.2@01& 2.1@015 0.1025& 0.001&&2 0.01291# 0.00715


83/151

5.&@015 0.00&29& 0.002# #.2@01& 2.1@015 0.1#7#9 0.00150 0.01291# 0.007075.@015 0.00&29& 0.002## #.'@01& 2.1@015 0.17222 0.001572 0.01291# 0.00'91.0@015 0.00&29& 0.002# .1@015 2.1@015 0.170705 0.001#' 0.01291# 0.009'1.#@01& 0.00&29& 0.00227 7.7@01& 2.1@015 0.17&19' 0.001707 0.01291# 0.009077.1@015 0.00&29& 0.0022& &.2@01& 2.1@015 0.1777# 0.001777 0.01291# 0.007175.1@015 0.00&29& 0.00221 #.0@01& 2.1@015 0.191157 0.0019&9 0.01291& 0.0029

.#@015 0.00&29& 0.00219 #.7@01& 2.1@015 0.19&& 0.001'2 0.01291& 0.005#'9.0@015 0.00&29& 0.00215 &.7@01& 2.1@015 0.19912& 0.001''& 0.01291& 0.00&&'1.#@01& 0.00&29& 0.00212 7.@01& 2.1@015 0.1'109 0.0020' 0.01291& 0.00#.9@015 0.00&29& 0.0020' &.0@01& 2.1@015 0.1'50'2 0.0021& 0.01291& 0.00279.5@015 0.00&29& 0.0020 5.0@01& 2.1@015 0.1'957 0.00222& 0.012915 0.00191'.7@015 0.00&29& 0.0020# 5.7@01& 2.1@015 0.20205' 0.002#0# 0.012915 0.000'15.2@01 0.00&29& 0.002 #.0@015 2.1@015 0.2055 0.002#9& 0.012915 0.00002'.0@015 0.00&29& 0.001'7 5.#@01& 2.1@015 0.20'027 0.002&7 0.012915 0.005'12.5@015 0.00&29& 0.001'& #.'@01& 2.1@015 0.212511 0.00255 0.01291 0.00592#9.#@015 0.00&29& 0.001'1 &.'@01& 2.1@015 0.215''5 0.002#5 0.01291 0.0057##'.5@015 0.00&29& 0.00199 5.@01& 2.1@015 0.21'&79 0.002722 0.01291 0.005&&1.1@01& 0.00&29& 0.00195 .@01& 2.1@015 0.222'2 0.00290' 0.012917 0.00555&

1.2@01& 0.00&29& 0.00192 7.#@01& 2.1@015 0.22&& 0.0029'' 0.012917 0.005&5.#@015 0.00&29& 0.0017' #.7@01& 2.1@015 0.22''# 0.002'9' 0.012917 0.005#759.0@015 0.00&29& 0.0017 &.7@01& 2.1@015 0.2##&1# 0.00#091 0.012917 0.00529'.2@015 0.00&29& 0.0017# 5.&@01& 2.1@015 0.2#9'7 0.00#17& 0.012919 0.0051'7#.@015 0.00&29& 0.0017 2.1@01& 2.1@015 0.2&0#91 0.00#2' 0.012919 0.0051071.2@01& 0.00&29& 0.0017 7.1@01& 2.1@015 0.2_ 0.00##5 0.012919 0.005019.0@015 0.00&29& 0.001& #.@01& 2.1@015 0.2&7#&' 0.00# 0.01291' 0.00&'297.7@015 0.00&29& 0.0012 &.@01& 2.1@015 0.2509#2 0.00#52 0.01291' 0.00&9#'1.#@01& 0.00&29& 0.0015' 7.&@01& 2.1@015 0.25 0.00#2 0.01292 0.00&7&'1.1@01& 0.00&29& 0.0015 .#@01& 2.1@015 0.2579 0.00#7& 0.01292 0.00&1.2@01& 0.00&29& 0.0015# 7.0@01& 2.1@015 0.2129& 0.00#97 0.01292 0.00&57'.&@015 0.00&29& 0.0015 5.5@01& 2.1@015 0.2&77 0.00#'72 0.012921 0.00&&91

7.5@015 0.00&29& 0.001&7 &.&@01& 2.1@015 0.29251 0.00&077 0.012921 0.00'19.7@015 0.00&29& 0.001&& 5.1@01& 2.1@015 0.2717#5 0.00&195 0.012922 0.00.9@015 0.00&29& 0.001&1 &.0@01& 2.1@015 0.27521' 0.00&2'# 0.012922 0.00&2121.5@01& 0.00&29& 0.001#9 '.0@01& 2.1@015 0.27970# 0.00&&0& 0.012922 0.00&12#'.2@015 0.00&29& 0.001#5 5.&@01& 2.1@015 0.29219 0.00&515 0.01292# 0.00&0##1.0@01& 0.00&29& 0.001#2 .1@01& 2.1@015 0.2957 0.00&29 0.01292# 0.00#'.'@015 0.00&29& 0.0012' 5.#@01& 2.1@015 0.29'15& 0.00&7&2 0.01292& 0.00#95&1.0@01& 0.00&29& 0.0012 .0@01& 2.1@015 0.2'2#9 0.00&959 0.01292& 0.00#7&1.5@01& 0.00&29& 0.0012# 9.9@01& 2.1@015 0.2'122 0.00&'75 0.012925 0.00#759.'@015 0.00&29& 0.0012 5.2@01& 2.1@015 0.2''05 0.0050'# 0.012925 0.00#5951.0@01& 0.00&29& 0.00117 .0@01& 2.1@015 0.#0#09' 0.00521# 0.01292 0.00#&'9.7@015 0.00&29& 0.0011& 5.1@01& 2.1@015 0.#057# 0.005##& 0.01292 0.00#&0

2.@015 0.00&29& 0.00111 1.5@01& 2.1@015 0.#10057 0.005&57 0.012927 0.00##171.5@01& 0.00&29& 0.00109 9.7@01& 2.1@015 0.#1#5& 0.005591 0.012929 0.00#2271.2@01& 0.00&29& 0.00105 7.2@01& 2.1@015 0.#1702& 0.00570 0.012929 0.00#1#91.#@01& 0.00&29& 0.00102 7.'@01& 2.1@015 0.#20509 0.0059## 0.01292' 0.00#0&91.2@01& 0.00&29& 0.000'' 7.1@01& 2.1@015 0.#2#''2 0.005'1 0.01292' 0.002'5'.0@015 0.00&29& 0.000' #.5@01& 2.1@015 0.#27&7 0.000'1 0.0129# 0.0029'1.&@01& 0.00&29& 0.000'# 9.5@01& 2.1@015 0.##0'5' 0.00222 0.0129#1 0.00277'9.&@015 0.00&29& 0.000' &.'@01& 2.1@015 0.##&& 0.00#5& 0.0129#1 0.002'


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1.9@01& 0.00&29& 0.00097 1.1@01# 2.1@015 0.##7'27 0.00&99 0.0129#2 0.0021.2@01& 0.00&29& 0.0009& 7.0@01& 2.1@015 0.#&1&11 0.002# 0.0129## 0.0025115.7@015 0.00&29& 0.00091 #.&@01& 2.1@015 0.#&&9'& 0.007 0.0129## 0.002&211.&@01& 0.00&29& 0.00079 9.&@01& 2.1@015 0.#&9#79 0.009'9 0.0129#& 0.002##19.1@015 0.00&29& 0.00075 &.9@01& 2.1@015 0.#5192 0.0070#7 0.0129#5 0.0022&21.&@01& 0.00&29& 0.00072 9.2@01& 2.1@015 0.#55#& 0.007179 0.0129#5 0.002152

1.2@01& 0.00&29& 0.000' .9@01& 2.1@015 0.#599# 0.007#2 0.0129# 0.0020#'.1@015 0.00&29& 0.000 5.&@01& 2.1@015 0.#2#1# 0.007&& 0.0129#7 0.001'7#1.9@01& 0.00&29& 0.000# 1.0@01# 2.1@015 0.#57'7 0.0070' 0.0129#9 0.00199#1.2@01& 0.00&29& 0.000 .9@01& 2.1@015 0.#'291 0.007755 0.0129#' 0.0017'&1.7@01& 0.00&29& 0.00057 1.0@01# 2.1@015 0.#7275 0.007'0# 0.0129#' 0.00170&1.1@01& 0.00&29& 0.0005& .7@01& 2.1@015 0.#72&' 0.009052 0.0129& 0.001159.'@015 0.00&29& 0.00051 5.2@01& 2.1@015 0.#7'7#2 0.009202 0.0129&1 0.0015251.7@01& 0.00&29& 0.000&9 1.0@01# 2.1@015 0.#9#21 0.009#5& 0.0129&2 0.0013.1@01& 0.00&29& 0.000&5 .@01& 2.1@015 0.#97 0.009507 0.0129 0.001#&1.7@01& 0.00&29& 0.000&2 1.0@01# 2.1@015 0.#'019& 0.0092 0.0129&& 0.001251.1@01& 0.00&29& 0.000#' .5@01& 2.1@015 0.#'#7 0.009919 0.0129&5 0.00115.0@015 0.00&29& 0.000# 2.'@01& 2.1@015 0.#'7151 0.009'7 0.0129&5 0.001077

1.7@01& 0.00&29& 0.000## 1.0@01# 2.1@015 0.&00#5 0.00'1#& 0.0129& 0.000'971.1@01& 0.00&29& 0.000# .5@01& 2.1@015 0.&0&11' 0.00'2'5 0.0129&7 0.0009'71.7@01& 0.00&29& 0.00027 '.'@01& 2.1@015 0.&070# 0.00'&5 0.0129&9 0.0009091.&@01& 0.00&29& 0.0002& 9.5@01& 2.1@015 0.&1109 0.00'1' 0.0129&' 0.0007199.#@015 0.00&29& 0.00021 &.'@01& 2.1@015 0.&1&57 0.00'79& 0.01295 0.000291.7@01& 0.00&29& 0.00019 '.'@01& 2.1@015 0.&1905& 0.00''5 0.012951 0.0005#91.&@01& 0.00&29& 0.00015 9.5@01& 2.1@015 0.&215#9 0.010117 0.012952 0.000&&'2.0@01& 0.00&29& 0.00012 1.2@01# 2.1@015 0.&25021 0.01029 0.01295# 0.000#5'1.&@01& 0.00&29& '@005 9.#@01& 2.1@015 0.&29505 0.010&5 0.01295& 0.0002'9.1@015 0.00&29& @005 &.9@01& 2.1@015 0.'9' 0.01027 0.01295 0.000191.7@01& 0.00&29& #@005 '.9@01& 2.1@015 0.&7# 0.0109 0.012957 '[email protected]@01& 0.00&29# 0 .2@01& 0.1919 210.79& 0.010'7& 0.01295# 0

0.027'7 0.00&279 #.0@005 0.1&95 0.1919 210.7909 0.07&05 0.0129&1 '[email protected]'# 0.00&271 .0@005 0.#2'' 0.1919 210.7775 0.159#15 0.01291' 0.00017'

0.09#' 0.00&2 '.0@005 0.&'&5& 0.1919 210.77&2 0.2&212 0.01279' 0.0002'0.1119 0.00&2&7 0.00011' 0.5'#' 0.1919 210.770' 0.#2'1& 0.0127&' 0.000#590.1#'9# 0.00&2# 0.0001&' 0.92&2& 0.1919 210.77 0.&11219 0.012701 0.000&&70.177' 0.00&211 0.000179 0.'9'09 0.1919 210.7 0.&'552# 0.012 0.0005#0.1'57 0.00&199 0.000209 1.15#'# 0.1919 210.71 0.57'927 0.01257 0.0002&0.22#7# 0.00&1# 0.0002#7 1.#1979 0.1919 210.7579 0.&12' 0.0125 0.0007120.251' 0.00&1#& 0.0002 1.&9#2 0.1919 210.75&5 0.7&9 0.012&1 0.0007''0.27' 0.00&10# 0.0002'5 1.&9&7 0.1919 210.7512 0.9#27#2 0.012#22 0.000990.#072 0.00&09 0.000#2& 1.91##2 0.1919 210.7&7' 0.'170#2 0.01221' 0.000'720.##55' 0.00&0# 0.000#52 0.&2729 0.2225& 210.7#99 1.001##1 0.012205 0.001057

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0.59729 0.00&002 0.0000 0.7&775 0.2225& 210.5 1.75'95 0.012021 0.00191'0.152& 0.00#''# 0.000#& 0.79##5 0.2225& 210.&75 1.9&&11' 0.011''5 0.001'0#0. 0.00#'9& 0.0002 0.919' 0.2225& 210.#9# 1.'29#77 0.011'9 0.001'970.7119 0.00#'75 0.0009' 0.95&57 0.2225& 210.2'2 2.012## 0.011'#' 0.0020710.''1& 0.00#'5 0.000717 0.9'017 0.2225& 210.201 2.0'99& 0.011'1 0.00215&0.72711 0.00#'55 0.0007&5 0.'2579 0.2225& 210.11 2.1911#2 0.01197' 0.0022#7

0.75507 0.00#'&& 0.00077# 0.'1#' 0.2225& 210.019 2.25#7 0.0119&7 0.002#20.79#0& 0.00#'## 0.0009 0.'''' 0.2225& 210.5'27 2.#&'17 0.01191# 0.002&0#

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0.'799 0.00#9&& 0.000'' 1.2&2& 0.2225& 210.5299 2.'#'2 0.0115&9 0.002'751.007 0.00#9# 0.001017 1.29195 0.2225& 210.51'7 #.02#&11 0.011505 0.00#0551.0#&7# 0.00#91 0.0010&& 1.#17& 0.2225& 210.510 #.1071' 0.011&2 0.00#1#1.02' 0.00#901 0.001071 1.#5#0 0.2225& 210.501& #.1'192# 0.011&17 0.00#21

1.0'0 0.00#795 0.0010'7 1.#997 0.2225& 210.&'2# #.2702& 0.011#71 0.00#2'51.119# 0.00#77 0.00112& 1.&2&29 0.2225& 210.&9#2 #.#0221 0.011#2# 0.00##751.1&5' 0.00#75# 0.00115 1.&5'9' 0.2225& 210.&7& #.&&&&1& 0.011275 0.00#&5&1.17&5 0.00#7#7 0.00117 1.&'5&' 0.2225& 210.&&' #.5290# 0.011225 0.00#5##1.20252 0.00#72 0.001202 1.5#11 0.2225& 210.&559 #.1279' 0.01117& 0.00#111.2#0&' 0.00#70# 0.001229 1.571 0.2225& 210.&&7 #.''72 0.011122 0.00#9'1.259&5 0.00#95 0.00125& 1.02#1 0.2225& 210.K #.79115 0.0110' 0.00#771.29&2 0.00#7 0.00129 1.#7'2 0.2225& 210.&29& #.95#25 0.011015 0.00#9&&1.#1' 0.00#&' 0.001#05 1.7#5# 0.2225& 210.&1'# #.'&'&'7 0.010' 0.00#'211.#&2#5 0.00## 0.001##1 1.70'1# 0.2225& 210.&101 &.0##& 0.010'0# 0.00#''71.#70#2 0.00#1 0.001#5 1.7&&7& 0.2225& 210.&01 &.117929 0.0109&5 0.00&07#1.#'929 0.00#5'1 0.001#91 1.790#5 0.2225& 210.#'1' &.201'9' 0.01079 0.00&1&'

1.&225 0.00#571 0.001&0 1.915'5 0.2225& 210.#929 &.291& 0.01072 0.00&22&1.&5&21 0.00#55 0.001 1.9515 0.2225& 210.#7# &.#702'' 0.0105 0.00&2''1.&9219 0.00#5# 0.001&5 1.99717 0.2225& 210.#&5 &.&5&&&9 0.01002 0.00&1.5101& 0.00#509 0.001&91 1.'2279 0.2225& 210.#55& &.5#95'& 0.0105#' 0.00&&&91.5#911 0.00#&97 0.001505 1.'59#9 0.2225& 210.# &.227# 0.010&7& 0.00&5211.509 0.00#&5 0.0015# 1.''#'' 0.2225& 210.##71 &.7097& 0.010&09 0.00&5'&1.5'&0& 0.00#& 0.00155& 2.02' 0.2225& 210.#29 &.7'100' 0.010#&1 0.00&71.2201 0.00#&2 0.001579 2.052 0.2225& 210.#19' &.9751&1 0.010272 0.00&7#'1.&''7 0.00##'7 0.00102 2.10091 0.2225& 210.#0'9 &.'5'29 0.01020# 0.00&9111.77'& 0.00##7# 0.00125 2.1#&2 0.2225& 210.#00 5.0#'2 0.0101#2 0.00&992

1.705' 0.00##&' 0.001&' 2.17202 0.2225& 210.2'15 5.127512 0.0100 0.00&'5#1.7##97 0.00##25 0.00172 2.207# 0.2225& 210.292& 5.2112' 0.00''97 0.00502#

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1.97#7 0.00#1'9 0.001797 2.#957 0.2225& 210.2#7 5.#2157 0.00'05 0.005#71.'01 0.00#171 0.00190' 2.&2127 0.2225& 210.227 5.71252 0.00'525 0.005&1.'2'# 0.00#1&& 0.0019#1 2.&599 0.2225& 210.2195 5.900# 0.00'&&& 0.00551.'575' 0.00#117 0.00195# 2.&'2&' 0.2225& 210.20'& 5.99& 0.00'#1 0.0055


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1.'955 0.00#09' 0.001975 2.5290' 0.2225& 210.2002 5.'951& 0.00'279 0.005#12.01#5# 0.00#01 0.0019' 2.5#7 0.2225& 210.1'11 .0525'& 0.00'1'# 0.005'2.0&1&' 0.00#0#2 0.001'19 2.5''#1 0.2225& 210.192 .1#7 0.00'107 0.00572.0'& 0.00#00# 0.001'#' 2.#&'1 0.2225& 210.172' .2207 0.00'02 0.00592&2.0'7&2 0.002'7& 0.001' 2.7052 0.2225& 210.1#7 .#0&912 0.009'#2 0.0059972.125#' 0.002'&& 0.001'91 2.701# 0.2225& 210.15& .#99979 0.0099 0.005'&'

2.15##5 0.002'1& 0.002001 2.7&17& 0.2225& 210.1&55 .&72'& 0.009752 0.000112.191#2 0.00299& 0.002022 2.777#& 0.2225& 210.1## .55''9 0.009 0.000722.20'2' 0.00295# 0.0020&2 2.912'5 0.2225& 210.1272 .&1052 0.00957 0.001##2.2#725 0.002921 0.00202 2.9&95 0.2225& 210.1191 .72510# 0.009&7# 0.001'22.2522 0.0027' 0.002091 2.99&1 0.2225& 210.10' .90'151 0.009#79 0.002512.2'#19 0.002759 0.002101 2.'1'77 0.2225& 210.0''9 .9'#1'& 0.009292 0.00#12.#2115 0.002725 0.00212 2.'55#9 0.2225& 210.0'07 .'772#& 0.00919& 0.00#92.#&'11 0.002'2 0.0021#' 2.''0'9 0.2225& 210.091 7.0127 0.00909 0.00&252.#7709 0.0025' 0.002159 #.025' 0.2225& 210.0725 7.1&5#0# 0.007'9 0.00&912.&0505 0.0022 0.002177 #.022 0.2225& 210.0## 7.22'##2 0.007995 0.005#72.#01 0.0025'2 0.0021'5 #.0'791 0.2225& 210.05&2 7.#1##57 0.007792 0.005'22.&0'9 0.002557 0.00221# #.1##&1 0.2225& 210.0&51 7.#'7#7' 0.0077' 0.00&

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