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    CALCULUL DE TRACTIUNE AL AUTOVEHICULULUI au

    Parametrii geometrici

    Ampatamentul (L) 4600Lungime totala 8500Latime cabina 2400

    Latime totala 2600Inaltime totala 3100Greutatea utila (N) 90000Greutatea proprie 81000Numar persoane 3Greutate persoane 2250Greutate bagaje ( 600Greutate totala (N 173250

    Repartizarea greutatii pe punti

    Raportul a/L 0.55 a = 2.53

    (0.55-0.75)

    Raportul b/L 0.45 b = 2.07

    (0.25-0.45)

    Distributia greutatii pe punti

    Punte fata (N) 77962.5

    Punte spate (N) 95287.5

    Coeficientul de utilizare a greutatii

    0.90

    Alegere pneurilor si stabilirea razei dinamice

    Se adopta :

    Pneuri : 12.00 R20''

    Jenti : 8.50-20''

    Latime sect. max 312 mm

    Diametrul exterior 1120 mm

    Raza statica 530.5mm

    Marime camera aer 12.00-20'' 0.95

    Presiune aer - fata 7.25daN/cm2

    -spate 6.75daN/cm2

    Viteza maxima 100km/h Raza dinamica (m) = 0.529

    Date de proiectarePuterea motorului P (W) 130000Turatia n(rot/mi 3200Ampatamentul L (m) 4.6Ecartamentul E(m) 1.6

    Se adopta

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    Greutatea G (N) 173250Raza roti motoare r (m) 0.529Aria supraf. frontal S (m2) 8.06Coef. de rezist. aer (kg/m3) 0.31Coord. centru mas A 2.53Unghiul rampei ma (grade) 15Coef. rezist. la rula f 0.01Coef. de aderenta j 0.6Randamentul trans htr 0.92Coef. elasticitate c 0.55Coef. adaptabilitat k 1.12Coef. aerodinamic Cx 0.5

    alfa

    0.89

    1.22

    -1.11

    n (rot/min) Pe (W) Me (N/m) c (g/kW) C (kg/h)

    900 41854.86 444.32 306.29 64.1

    1000 47219.51 451.14 301.66 71.2

    1100 52630 457.12 297.71 78.3

    1200 58059.9 462.26 294.40 85.5

    1300 63482.73 466.56 291.69 92.6

    1400 68872.07 470.01 289.55 99.7

    1500 74201.46 472.62 287.95 106.8

    1600 79444.44 474.39 286.88 114.0

    1700 84574.58 475.32 286.32 121.1

    1800 89565.43 475.40 286.27 128.2

    1900 94390.53 474.64 286.72 135.3

    2000 99023.44 473.04 287.69 142.4

    2100 103437.7 470.60 289.19 149.6

    2200 107606.88 467.31 291.22 156.72300 111504.52 463.19 293.82 163.8

    2400 115104.17 458.22 297.00 170.9

    2500 118379.38 452.41 300.82 178.1

    2600 121303.71 445.75 305.31 185.2

    2700 123850.71 438.25 310.53 192.3

    2800 125993.92 429.92 316.55 199.4

    2900 127706.91 420.73 323.46 206.5

    3000 128963.22 410.71 331.36 213.7

    3100 129736.4 399.85 340.36 220.8

    3200 130000 388.14 350.63 227.9

    3400 0 0.00

    Momentul maxim : 475.40 Nm

    Turatia mom. max: 1800 rot/min

    800 1200 1600

    0

    30000

    60000

    90000

    120000

    150000

    P [W]

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    Viteza maxima

    Factorul A 842

    Factorul B 48413.41

    m/s km/h

    Viteza maxima 28.89 103.99

    Rapoartele de transmitere

    Raportul de transmitere al reductorului central (io) 6.136

    Viteza critica I 1.72 [m/s]

    Puterea mom.maxim 87587.5 [N]

    F2 0.27

    Raportul de transmitere pentru treapta I (i1) 9.442

    Alegerea numarului treptelor de viteza

    Se adopta nr.treptelor de viteza= 5

    Calculul ratiei seriei geometrice a rapoartelor de transmitere din cutia de viteze

    Ratia (q) n/nM Conditie (q

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    Momentul de inertie al motorului (kgm2) = 2 375.78

    Momentul.de inertie al rotilor auto.kgm2) = 45 394.22

    411.79

    Coeficientii maselor de rotatie 428.39

    443.91

    Treapta Viteza Viteza 458.24

    [m/s] km/h 471.28

    1 2.258 3.06 11.01 482.92

    2 1.416 5.36 19.31 493.06

    3 1.141 9.40 33.84 501.59

    4 1.052 16.48 59.32 508.41

    5 1.023 28.89 103.99 513.41

    6 1.014 50.63 182.28 516.49

    517.54

    0

    Treapta I

    n Pe Me Viteza Fr D a 1/a Td Sd

    [rot/min] [W] [Nm] [m/s] [N] - [m/s2] [m/s2] [s] [m]

    900 41854.86 444.32 0.86 44753.26 0.258 1.07 0.934 0.402 0.1731000 47219.51 451.14 0.96 45440.47 0.262 1.09 0.920 0.491 0.253

    1100 52630.00 457.12 1.05 46042.83 0.266 1.10 0.907 0.578 0.341

    1200 58059.90 462.26 1.15 46560.36 0.269 1.12 0.897 0.664 0.436

    1300 63482.73 466.56 1.24 46993.05 0.271 1.13 0.888 0.749 0.538

    1400 68872.07 470.01 1.34 47340.89 0.273 1.13 0.881 0.834 0.647

    1500 74201.46 472.62 1.43 47603.9 0.275 1.14 0.876 0.918 0.763

    1600 79444.44 474.39 1.53 47782.06 0.276 1.15 0.873 1.002 0.887

    1650 82025.27 474.96 1.58 47839.33 0.276 1.15 0.872 1.043 0.952

    1700 84574.58 475.32 1.63 47875.39 0.276 1.15 0.871 1.085 1.019

    1800 89565.43 475.40 1.72 47883.87 0.276 1.15 0.871 1.168 1.158

    1900 94390.5 474.64 1.82 47807.51 0.276 1.15 0.872 1.252 1.305

    2000 99023.4 473.04 1.91 47646.32 0.275 1.14 0.875 1.335 1.4612100 103437.7 470.60 2.01 47400.28 0.274 1.14 0.880 1.419 1.625

    2200 107606.9 467.31 2.10 47069.4 0.272 1.13 0.887 1.503 1.799

    2300 111504.5 463.19 2.20 46653.69 0.269 1.12 0.895 1.589 1.982

    2400 115104.2 458.22 2.29 46153.13 0.266 1.10 0.905 1.675 2.175

    2500 118379.4 452.41 2.39 45567.73 0.263 1.09 0.917 1.762 2.380

    2600 121303.7 445.75 2.49 44897.49 0.259 1.07 0.932 1.850 2.595

    2700 123850.7 438.25 2.58 44142.41 0.255 1.05 0.948 1.940 2.823

    2800 125993.9 429.92 2.68 43302.49 0.250 1.03 0.968 2.032 3.063

    2900 127706.9 420.73 2.77 42377.73 0.244 1.01 0.990 2.125 3.318

    3000 128963.2 410.71 2.87 41368.13 0.239 0.98 1.015 2.221 3.589

    3100 129736.4 399.85 2.96 40273.69 0.232 0.96 1.045 2.319 3.876

    3200 130000.0 388.14 3.06 39094.41 0.226 0.93 1.078 2.421 4.181

    3400 0 0

    350

    400

    450

    500

    550

    22

    25

    29

    32

    35

    Variatia vitezelor autocamionului in functiede turatia motorului si nr. de trepte

    50000

    60000

    Varia]ia for]ei la roat#pe trepte de vitez#

    0.25

    0.30

    Varia]ia factorului dinamicpe trepte de vitez#

    1.4

    Varia]ia accelera]iepe trepte

    Varia]ia inversului accelera]ieipe trepte

    1

    1

    1

    2

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    T

    R

    E

    A

    P

    T

    A

    I I I

    Bilantul de putere pe treptele autovehiculului

    Acesta reprezinta echilibrul dintre puterea la roata PR si suma puterilor necesare invingerii rezistentelor la

    inaintare si se determina cu relatia :

    Pr = puterea consumata pentru invingerea rezistentelor la rulare

    Pp = puterea necesara invingerii rezistentei la urcarea pantei

    Pa = puterea necesara invingerii rezistentei aerului

    Pd = puterea necesara invingerii rezistentei la demarare

    Panta Coeficient

    15 0.2704

    7.7 0.14594.7 0.0939

    2.7 0.0591

    1.3 0.0347

    BILANTUL DE PUTERE

    800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600

    0

    50

    100

    150

    200

    250

    300

    0

    3

    6

    10

    13

    16

    19

    n [rot/min]

    Pe [kW]Me [Nm]

    V [m/s]

    0 5 10 15 20 25 30

    0

    10000

    20000

    30000

    40000

    V [m/s]

    Fr [N]

    0 5 10 15 20 25 30

    0.00

    0.05

    0.10

    0.15

    0.20

    V [m/s]

    D

    0 5 10 15 20 25 30

    -0.2

    0.0

    0.2

    0.4

    0.6

    0.8

    1.0

    .

    v [m/s]

    a [m/s2]

    0 5 10 15 20 25 30

    0

    5

    10

    15

    20

    25

    30

    35

    40

    v [m/s]

    1/a [s2/m]

    1td [s]

    Sd [m]

    P Pe P P P P v G f G k S v G ar tr r p a d a a a a a a= = + + + = + + + ( cos sin )2

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    I II

    n Pe Pe Viteza I PR Pr+Pa+Pp Viteza II PR Pr+Pa+Pp Viteza III

    [rot/min] [W] [kW] [m/s] [kW] [kW] [m/s] [kW] [kW] [m/s]

    900 41854.9 41.9 0.86 38.51 40.31 1.51 38.51 38.13 2.644

    1000 47219.5 47.2 0.96 43.44 44.79 1.68 43.44 42.37 2.938

    1100 52630.0 52.6 1.05 48.42 49.27 1.84 48.42 46.60 3.231

    1200 58059.9 58.1 1.15 53.42 53.75 2.01 53.42 50.84 3.525

    1300 63482.7 63.5 1.24 58.40 58.23 2.18 58.40 55.09 3.8191400 68872.1 68.9 1.34 63.36 62.71 2.35 63.36 59.33 4.113

    1500 74201.5 74.2 1.43 68.27 67.19 2.51 68.27 63.57 4.406

    1600 79444.4 79.4 1.53 73.09 71.67 2.68 73.09 67.81 4.700

    1650 82025.3 82.0 1.58 75.46 73.91 2.77 75.46 69.94 4.847

    1700 84574.6 84.6 1.63 77.81 76.15 2.85 77.81 72.06 4.994

    1800 89565.4 89.6 1.72 82.40 80.63 3.02 82.40 76.31 5.288

    1900 94390.5 94.4 1.82 86.84 85.11 3.18 86.84 80.55 5.581

    2000 99023.4 99.0 1.91 91.10 89.59 3.35 91.10 84.80 5.875

    2100 103437.7 103.4 2.01 95.16 94.08 3.52 95.16 89.05 6.169

    2200 107606.9 107.6 2.10 99.00 98.56 3.69 99.00 93.30 6.463

    2300 111504.5 111.5 2.20 102.58 103.04 3.85 102.58 97.56 6.757

    2400 115104.2 115.1 2.29 105.90 107.52 4.02 105.90 101.81 7.0502500 118379.4 118.4 2.39 108.91 112.00 4.19 108.91 106.07 7.344

    2600 121303.7 121.3 2.49 111.60 116.49 4.36 111.60 110.32 7.638

    2700 123850.7 123.9 2.58 113.94 120.97 4.52 113.94 114.58 7.932

    2800 125993.9 126.0 2.68 115.91 125.45 4.69 115.91 118.85 8.225

    2900 127706.9 127.7 2.77 117.49 129.94 4.86 117.49 123.11 8.519

    3000 128963.2 129.0 2.87 118.65 134.42 5.03 118.65 127.38 8.813

    3100 129736.4 129.7 2.96 119.36 138.91 5.20 119.36 131.64 9.107

    3200 130000.0 130.0 3.06 119.60 143.39 5.36 119.60 135.91 9.400

    Sf

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    Franarea autovehiculului

    Aprecierea capacitatii de franare se face cu ajutorul deceleratiei maxime si a spatiului de

    franare minim care se determina cu ajutorul relatiilor ;

    daca se considera ca viteza initiala de la care se incepe franarea este va1 [m/s] si franarea este totala (viteza

    aerului si rezistenta la rulare.

    Spatiul real de franare se determina cu relatia :

    in care ultimul termen reprezinta spatiul suplimentar s parcurs de automobil in timpul intirzierilor (virsta

    conducatorului auto, intirzierea la actionarea dispozitivului de franare)

    t1= 0.5

    to= 0.7

    FRANAREA AUTOVEHICULULUI

    Panta [grade] 0 Panta [grd] 5

    Tip drum v [m/s] Sf [m] tf [s] So [m] af [m/s2] Tip drum v [m/s] Sf [m] tf [s]

    Asfalt 0 0.0 0.0 0.0 8.02Asfalt 0 0.0 0.0

    uscat 5 149.9 0.6 155.9 8.03 uscat 5 1.4 0.6

    10 6.2 1.3 18.2 8.04 10 5.7 1.3

    0.8 15 14.0 1.9 32.0 8.06 0.8 15 12.7 1.9

    f 20 24.9 2.5 48.9 8.08 f 20 22.6 2.5

    0.02 25 38.9 3.2 68.9 8.11 0.02 25 35.3 3.2

    30 56.1 3.8 92.1 8.15 30 50.9 3.8

    28.89 52.0 3.7 86.6 8.14 28.89 47.1 3.7

    Pamint 0 0.0 0.0 0.0 4.91 Pamint 0 0.0 0.0

    batatorit 5 2.5 1.0 8.5 4.91 batatorit 5 2.2 1.2

    umed 10 10.2 2.0 22.2 4.92 umed 10 8.7 2.4

    15 22.9 3.1 40.9 4.94 15 19.6 3.6

    0.42 20 40.8 4.1 64.8 4.96 0.42 20 34.8 4.9

    f 25 63.7 5.1 93.7 4.99 f 25 54.4 6.1

    0.08 30 91.7 6.1 127.7 5.03 0.08 30 78.4 7.3

    28.89 85.1 5.9 119.7 5.02 28.89 72.7 7.0

    Asfalt 0 0.0 0.0 0.0 6.08Asfalt 0 0.0 0.0

    la sfarsitul franarii va2 este 0)si are loc pe drum orizontal ( 0)cu motorul decuplat si neglijindu-se rezistenta

    Sf

    a fkSV

    G

    SV

    g f

    f

    f

    = + +

    =+ +

    2

    2

    2

    1

    ( ) cos sin

    tv

    gfa

    =

    1

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    umed 5 2.1 0.8 8.1 6.09 umed 5 1.8 0.8

    10 8.2 1.6 20.2 6.10 10 7.2 1.7

    0.6 15 18.5 2.5 36.5 6.11 0.6 15 16.3 2.5

    f 20 32.9 3.3 56.9 6.14 f 20 28.9 3.4

    0.02 25 51.4 4.1 81.4 6.17 0.02 25 45.2 4.2

    30 74.0 4.9 110.0 6.21 30 65.1 5.1

    28.89 68.6 4.7 103.3 6.20 28.89 60.3 4.9

    Zapada 0 0.0 0.0 0.0 3.24 Zapada 0 0.0 0.0

    batatorita 5 3.9 1.5 9.9 3.24 batatorita 5 3.1 1.5

    10 15.4 3.1 27.4 3.25 10 12.3 3.1

    0.3 15 34.8 4.6 52.8 3.27 0.3 15 27.6 4.6

    f 20 61.8 6.2 85.8 3.29 f 20 49.0 6.2

    0.03 25 96.5 7.7 126.5 3.32 0.03 25 76.6 7.7

    30 139.0 9.3 175.0 3.36 30 110.3 9.3

    28.89 128.9 8.9 163.5 3.35 28.89 102.3 8.9

    Panta [grade] Panta [grd]

    -10 -5

    Tip drum v [m/s] Sf [m] tf [s] So [m] af [m/s2] Tip drum v [m/s] Sf [m] tf [s]

    Asfalt 0 0.0 0.0 0.0 8.02Asfalt 0 0.0 0.0

    uscat 5 2.0 0.6 8.0 8.03 uscat 5 1.8 0.6

    10 8.1 1.3 20.1 8.04 10 7.0 1.3

    0.8 15 18.1 1.9 36.1 8.06 0.8 15 15.8 1.9

    f 20 32.3 2.5 56.3 8.08 f 20 28.0 2.5

    0.02 25 50.4 3.2 80.4 8.11 0.02 25 43.8 3.2

    30 72.6 3.8 108.6 8.15 30 63.0 3.8

    28.89 67.3 3.7 102.0 8.14 28.89 58.4 3.7

    Pamint 0 0.0 0.0 0.0 4.91 Pamint 0 0.0 0.0

    batatorit 5 4.0 1.2 10.0 4.91 batatorit 5 3.1 1.2

    umed 10 16.0 2.4 28.0 4.92 umed 10 12.4 2.4

    15 36.0 3.6 54.0 4.94 15 27.9 3.6

    0.42 20 64.0 4.9 88.0 4.96 0.42 20 49.6 4.9

    f 25 99.9 6.1 129.9 4.99 f 25 77.5 6.1

    0.08 30 143.9 7.3 179.9 5.03 0.08 30 111.6 7.3

    28.89 133.4 7.0 168.1 5.02 28.89 103.5 7.0

    Asfalt 0 0.0 0.0 0.0 6.08Asfalt 0 0.0 0.0

    umed 5 2.9 0.8 8.9 6.09 umed 5 2.4 0.8

    10 11.7 1.7 23.7 6.10 10 9.6 1.7

    0.6 15 26.2 2.5 44.2 6.11 0.6 15 21.6 2.5

    f 20 46.7 3.4 70.7 6.14 f 20 38.4 3.4

    0.02 25 72.9 4.2 102.9 6.17 0.02 25 60.0 4.2

    30 105.0 5.1 141.0 6.21 30 86.5 5.1

    28.89 97.3 4.9 132.0 6.20 28.89 80.2 4.9

    Zapada 0 0.0 0.0 0.0 3.24 Zapada 0 0.0 0.0

    batatorita 5 8.4 1.5 14.4 3.24 batatorita 5 5.3 1.5

    10 33.7 3.1 45.7 3.25 10 21.1 3.1

    0.3 15 75.8 4.6 93.8 3.27 0.3 15 47.5 4.6

    f 20 134.7 6.2 158.7 3.29 f 20 84.4 6.2

    0.03 25 210.5 7.7 240.5 3.32 0.03 25 131.9 7.7

    30 303.1 9.3 339.1 3.36 30 189.9 9.3

    28.89 281.0 8.9 315.7 3.35 28.89 176.0 8.9

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    Stabilitatea autovehiculului

    Se determin# viteza critic# de r#sturnare, respectiv viteza critic# de derapare pentru 4 \nclin#rii transv.d

    respectiv pentru 4 tipuri de drumuri inclinate.

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    grade radiani Tabelul 2.6.

    Unghiul de bracare Fiy fi

    interior maxim 35 0.611 0.16 0.2

    Unghiul de bracare 0.32 0.4

    exterior 29.383 0.513 0.48 0.6

    Unghiul de bracare 0.64 0.8

    mediu 32.19 0.562

    Raza de viraj min 7.31m

    0.2

    Raza de viraj Unghiul de inclinare al drumului beta

    0 2 4 6

    Vd [km/h] Vd [km/h] Vd [km/h] Vd [km/h]

    7.31 3.387 3.748 4.083 4.396

    10.00 3.962 4.385 4.776 5.143

    30.00 6.862 7.595 8.272 8.908

    50.00 8.859 9.805 10.680 11.500

    70.00 10.482 11.602 12.636 13.607

    90.00 11.885 13.155 14.328 15.429

    110.00 13.140 14.544 15.840 17.058

    130.00 14.285 15.811 17.220 18.544

    150.00 15.344 16.983 18.498 19.919

    170.00 16.335 18.080 19.692 21.206

    190.00 17.269 19.114 20.818 22.418

    210.00 18.155 20.095 21.887 23.569

    Tabelul 2.5.

    0.4

    Raza de viraj Unghiul de inclinare al drumului beta

    0 2 4 6

    Vd [km/h] Vd [km/h] Vd [km/h] Vd [km/h]

    7.31 4.789 5.072 5.347 5.615

    10 5.603 5.934 6.255 6.569

    30 9.704 10.278 10.834 11.378

    50 12.528 13.269 13.987 14.689

    70 14.824 15.700 16.550 17.380

    90 16.809 17.802 18.766 19.708

    110 18.583 19.681 20.746 21.788

    130 20.201 21.395 22.553 23.686

    150 21.700 22.982 24.226 25.442

    170 23.101 24.466 25.791 27.085

    190 24.422 25.865 27.266 28.634

    210 25.676 27.193 28.665 30.104

    Tabelul 2.5.

    0.6

    Raza de viraj Unghiul de inclinare al drumului beta

    0 2 4 6

    Vd [km/h] Vd [km/h] Vd [km/h] Vd [km/h]

    coeficientul de aderenta

    coeficientul de aderenta

    coeficientul de aderenta

    0 2

    0

    2

    4

    6

    8

    10

    12

    Vd[m/s]

    0 2

    0

    2

    4

    6

    8

    10

    12

    Vd[m/s]

    0

    0

    2

    4

    6

    8

    10

    12

    Vd[m/s]

    0

    0

    2

    4

    6

    8

    10

    12

    Vd[m/s]

    0

    0

    2

    4

    6

    8

    10

    12

    Vd[km/h]

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    7.307 5.866 6.127 6.387 6.646

    10 6.862 7.168 7.471 7.775

    30 11.885 12.415 12.941 13.466

    50 15.344 16.027 16.707 17.385

    70 18.155 18.964 19.767 20.570

    90 20.586 21.503 22.414 23.325

    110 22.759 23.772 24.780 25.786

    130 24.742 25.843 26.938 28.033

    150 26.577 27.760 28.937 30.112

    170 28.293 29.553 30.805 32.057

    190 29.911 31.243 32.567 33.890

    210 31.446 32.846 34.238 35.629

    Tabelul 2.5.

    0.8

    Raza de viraj Unghiul de inclinare al drumului beta

    0 2 4 6

    Vd [km/h] Vd [km/h] Vd [km/h] Vd [km/h]

    7.307 6.773 7.035 7.299 7.567

    10 7.924 8.229 8.539 8.852

    30 13.724 14.254 14.789 15.333

    50 17.718 18.402 19.093 19.795

    70 20.964 21.773 22.591 23.421

    90 23.771 24.688 25.616 26.557

    110 26.280 27.294 28.319 29.360

    130 28.569 29.672 30.786 31.918

    150 30.688 31.872 33.070 34.285

    170 32.670 33.931 35.205 36.500

    190 34.538 35.871 37.219 38.587

    210 36.311 37.712 39.128 40.567

    coeficientul de aderenta

    0

    0

    2

    4

    6

    8

    10

    12

    Vr [m/s]

    0

    0

    2

    4

    6

    8

    10

    12

    Vr [m/s]

  • 7/31/2019 Autocamion 9t

    13/72

  • 7/31/2019 Autocamion 9t

    14/72

    2000 2400 2800 3200 3600

    0

    105

    210

    315

    420

    525

    Caracteristica externa

    n [rot/min]

    M [Nm]

    c [g/kW]

    C [kg/h]

  • 7/31/2019 Autocamion 9t

    15/72

  • 7/31/2019 Autocamion 9t

    16/72

    Treapta II Treapta III

    Viteza Fr D a 1/a Td Sd Viteza Fr D a

    [m/s] [N] - [m/s2] [m/s2] [s] [m] [m/s] [N] - [m/s2]

    1.51 25530.53 0.15 0.94 1.066 2.221 3.589 2.644 14564.48 0.084 0.6191.68 25922.56 0.15 0.95 1.049 2.398 3.871 2.938 14788.12 0.085 0.629

    1.84 26266.19 0.15 0.97 1.034 2.573 4.178 3.231 14984.15 0.086 0.639

    2.01 26561.43 0.15 0.98 1.022 2.745 4.510 3.525 15152.58 0.087 0.647

    2.18 26808.26 0.15 0.99 1.011 2.915 4.867 3.819 15293.39 0.088 0.654

    2.35 27006.7 0.16 1.00 1.003 3.084 5.249 4.113 15406.59 0.089 0.659

    2.51 27156.74 0.16 1.00 0.997 3.252 5.656 4.406 15492.18 0.089 0.663

    2.68 27258.37 0.16 1.01 0.994 3.419 6.089 4.700 15550.17 0.089 0.666

    2.77 27291.04 0.16 1.01 0.992 3.502 6.316 4.847 15568.8 0.090 0.666

    2.85 27311.61 0.16 1.01 0.992 3.585 6.549 4.994 15580.54 0.090 0.667

    3.02 27316.45 0.16 1.01 0.991 3.751 7.037 5.288 15583.3 0.090 0.667

    3.18 27272.89 0.16 1.01 0.993 3.917 7.552 5.581 15558.45 0.089 0.665

    3.35 27180.94 0.16 1.00 0.997 4.084 8.097 5.875 15505.99 0.089 0.6623.52 27040.58 0.16 1.00 1.003 4.252 8.673 6.169 15425.92 0.088 0.657

    3.69 26851.82 0.15 0.99 1.010 4.420 9.281 6.463 15318.24 0.088 0.652

    3.85 26614.67 0.15 0.98 1.020 4.590 9.922 6.757 15182.95 0.087 0.644

    4.02 26329.11 0.15 0.97 1.033 4.763 10.600 7.050 15020.05 0.086 0.636

    4.19 25995.16 0.15 0.95 1.047 4.937 11.315 7.344 14829.53 0.085 0.626

    4.36 25612.8 0.15 0.94 1.064 5.114 12.071 7.638 14611.41 0.084 0.615

    4.52 25182.05 0.15 0.92 1.084 5.294 12.871 7.932 14365.68 0.082 0.602

    4.69 24702.9 0.14 0.90 1.108 5.477 13.717 8.225 14092.34 0.080 0.588

    4.86 24175.35 0.14 0.88 1.134 5.665 14.615 8.519 13791.38 0.079 0.572

    5.03 23599.4 0.14 0.86 1.165 5.858 15.567 8.813 13462.82 0.077 0.555

    5.20 22975.05 0.13 0.83 1.200 6.056 16.580 9.107 13106.65 0.074 0.537

    5.36 22302.31 0.13 0.81 1.240 6.261 17.660 9.400 12722.86 0.072 0.517

    25

    50

    75

    00

    Varia]ia timpului de demaraj

    3000

    Varia]ia spa]iului de demaraj

    450.0

  • 7/31/2019 Autocamion 9t

    17/72

    0 5 10 15 20 25 30

    0

    25

    50

    75

    00

    v [m/s]

    0 5 10 15 20 25 30

    0

    300

    600

    900

    1200

    1500

    1800

    2100

    2400

    2700

    v [m/s]

    0.0

    50.0

    100.0

    150.0

    200.0

    250.0

    300.0

    350.0

    400.0

    PR,

    Pr+Pa+Pd[N]

  • 7/31/2019 Autocamion 9t

    18/72

    III IV V VI

    PR Pr+Pa+Pp Viteza IV PR Pr+Pa+Pp Viteza V PR Pr+Pa+Pp Viteza VI PR Pr+Pa+Pp

    [kW] [kW] [m/s] [kW] [kW] [m/s] [kW] [kW] [m/s] [kW] [kW]

    38.51 43.06 4.635 38.51 47.69 8.124 38.51 50.14 14.241 38.51 36.74

    43.44 47.85 5.149 43.44 53.06 9.027 43.44 56.06 15.823 43.44 42.68

    48.42 52.65 5.664 48.42 58.44 9.929 48.42 62.08 17.405 48.42 49.21

    53.42 57.45 6.179 53.42 63.85 10.832 53.42 68.23 18.988 53.42 56.39

    58.40 62.26 6.694 58.40 69.28 11.735 58.40 74.51 20.570 58.40 64.2763.36 67.08 7.209 63.36 74.73 12.637 63.36 80.92 22.152 63.36 72.91

    68.27 71.89 7.724 68.27 80.22 13.540 68.27 87.49 23.735 68.27 82.37

    73.09 76.72 8.239 73.09 85.73 14.443 73.09 94.23 25.317 73.09 92.72

    75.46 79.13 8.497 75.46 88.50 14.894 75.46 97.66 26.108 75.46 98.24

    77.81 81.55 8.754 77.81 91.28 15.345 77.81 101.14 26.899 77.81 104.01

    82.40 86.39 9.269 82.40 96.86 16.248 82.40 108.23 28.482 82.40 116.29

    86.84 91.23 9.784 86.84 102.48 17.151 86.84 115.52 30.064 86.84 129.63

    91.10 96.08 10.299 91.10 108.14 18.053 91.10 123.02 31.646 91.10 144.09

    95.16 100.94 10.814 95.16 113.83 18.956 95.16 130.73 33.228 95.16 159.72

    99.00 105.80 11.329 99.00 119.57 19.859 99.00 138.68 34.811 99.00 176.58

    102.58 110.68 11.844 102.58 125.36 20.761 102.58 146.86 36.393 102.58 194.74

    105.90 115.56 12.359 105.90 131.19 21.664 105.90 155.30 37.975 105.90 214.24108.91 120.45 12.874 108.91 137.07 22.567 108.91 163.99 39.558 108.91 235.16

    111.60 125.35 13.389 111.60 143.00 23.469 111.60 172.96 41.140 111.60 257.54

    113.94 130.26 13.904 113.94 148.98 24.372 113.94 182.22 42.722 113.94 281.45

    115.91 135.18 14.418 115.91 155.02 25.275 115.91 191.76 44.305 115.91 306.95

    117.49 140.12 14.933 117.49 161.11 26.177 117.49 201.61 45.887 117.49 334.09

    118.65 145.06 15.448 118.65 167.27 27.080 118.65 211.78 47.469 118.65 362.93

    119.36 150.01 15.963 119.36 173.48 27.983 119.36 222.28 49.052 119.36 393.54

    119.60 154.98 16.478 119.60 179.76 28.885 119.60 233.11 50.634 119.60 425.96

    80

    120

    160

    Varia]ia Sfa=0

    Sf [m]

    120.0

    140.0

    160.0

    180.0

    200.0

    8

    9

    10

    Timpul de fr@narefunc]ie de coeficientul de aderen]#

    140

    160

    Varia]ia SfAsfalt uscat

    160

    Varia]ia SfP#m@nt b#t#torit

  • 7/31/2019 Autocamion 9t

    19/72

    So [m] af [m/s2]

    0.0 8.02

    7.4 8.03

    17.7 8.04

    30.7 8.06

    46.6 8.08

    65.3 8.11

    86.9 8.15

    81.8 8.14

    0.0 4.91

    8.2 4.91

    20.7 4.92

    37.6 4.94

    58.8 4.96

    84.4 4.99

    114.4 5.03

    107.3 5.02

    0.0 6.08

    0 5 10 15 20 25 30

    0

    40

    v [m/s]

    0 5 10 15 20 25 30 35

    0.0

    20.0

    40.0

    60.0

    80.0

    100.0

    0 5 10 15 20 25 30

    0

    1

    2

    3

    4

    5

    6

    v [m/s]

    tf [s]

    0 5 10 15 20 25 30

    0

    20

    40

    60

    80

    100

    120

    v [m/s]

    Sf [m]

    0 5 10 15 20 25 30

    0

    20

    40

    60

    80

    100

    120

    140

    v [m/s]

    Sf [m]

    0 5 10 15 20 25 30

    0

    20

    40

    60

    80

    100

    120

    Varia]ia SfAsfalt umed

    v [m/s]

    Sf [m]

    0 5 10 15 20 25 30

    0

    50

    100

    150

    200

    250

    300

    350

    Varia]ia SfZ#pad# b#t#torita

    v [m/s]

    Sf [m]

  • 7/31/2019 Autocamion 9t

    20/72

    7.8 6.09

    19.2 6.10

    34.3 6.11

    52.9 6.14

    75.2 6.17

    101.1 6.21

    95.0 6.20

    0.0 3.24

    9.1 3.24

    24.3 3.25

    45.6 3.27

    73.0 3.29

    106.6 3.32

    146.3 3.36

    136.9 3.35

    So [m] af [m/s2]

    0.0 8.02

    7.8 8.03

    19.0 8.04

    33.8 8.06

    52.0 8.08

    73.8 8.11

    99.0 8.15

    93.1 8.14

    0.0 4.91

    9.1 4.91

    24.4 4.92

    45.9 4.94

    73.6 4.96

    107.5 4.99

    147.6 5.03

    138.1 5.02

    0.0 6.08

    8.4 6.09

    21.6 6.10

    39.6 6.11

    62.4 6.14

    90.0 6.17

    122.5 6.21

    114.8 6.20

    0.0 3.24

    11.3 3.24

    33.1 3.25

    65.5 3.27

    108.4 3.29

    161.9 3.32

    225.9 3.36

    210.7 3.35

  • 7/31/2019 Autocamion 9t

    21/72

  • 7/31/2019 Autocamion 9t

    22/72

    iferite

  • 7/31/2019 Autocamion 9t

    23/72

    4 6 8 10 12

    Viteza de deraparej = 0.2

    Rv [m]

    4 6 8 10 12

    Viteza de deraparej=0.4

    Rv [m]

    4 6 8 10 12

    Viteza de deraparej=0.6

    Rv [m]

    2 4 6 8 10 12

    Viteza de deraparej=0.8

    Rv [m]

    2 4 6 8 10 12

    Variatia Vd ptr. coeficientide aderenta diferiti

  • 7/31/2019 Autocamion 9t

    24/72

    2 4 6 8 10 12

    Viteza de r#sturnareAutocomion desc#rcat

    Rv [m]

    2 4 6 8 10 12

    Viteza de r#sturnareAutocamion \nc#rcat

    Rv [m]

  • 7/31/2019 Autocamion 9t

    25/72

  • 7/31/2019 Autocamion 9t

    26/72

  • 7/31/2019 Autocamion 9t

    27/72

  • 7/31/2019 Autocamion 9t

    28/72

    Treapta IV

    1/a Td Sd Viteza Fr D a 1/a Td Sd Viteza

    [m/s2] [s] [m] [m/s] [N] - [m/s2] [m/s2] [s] [m] [m/s]

    1.617 5.858 15.567 4.635 8308.64 0.048 0.332 3.008 15.551 71.619 8.1241.589 6.329 16.881 5.149 8436.22 0.048 0.339 2.953 17.086 79.128 9.027

    1.565 6.792 18.310 5.664 8548.05 0.049 0.344 2.908 18.595 87.288 9.929

    1.545 7.249 19.853 6.179 8644.14 0.049 0.348 2.872 20.083 96.100 10.832

    1.530 7.701 21.512 6.694 8724.47 0.050 0.352 2.843 21.554 105.572 11.735

    1.517 8.148 23.286 7.209 8789.04 0.050 0.354 2.823 23.013 115.715 12.637

    1.508 8.592 25.179 7.724 8837.87 0.050 0.356 2.810 24.464 126.545 13.540

    1.502 9.035 27.193 8.239 8870.95 0.050 0.356 2.805 25.910 138.085 14.443

    1.501 9.255 28.246 8.497 8881.58 0.050 0.356 2.805 26.632 144.129 14.894

    1.500 9.476 29.330 8.754 8888.28 0.050 0.356 2.807 27.354 150.360 15.345

    1.500 9.916 31.595 9.269 8889.85 0.050 0.355 2.816 28.802 163.407 16.248

    1.504 10.357 33.993 9.784 8875.67 0.050 0.353 2.832 30.256 177.261 17.151

    1.511 10.800 36.530 10.299 8845.75 0.050 0.350 2.857 31.721 191.970 18.0531.521 11.246 39.212 10.814 8800.07 0.049 0.346 2.889 33.201 207.586 18.956

    1.534 11.694 42.046 11.329 8738.64 0.049 0.341 2.930 34.699 224.171 19.859

    1.552 12.148 45.042 11.844 8661.46 0.048 0.336 2.980 36.220 241.800 20.761

    1.573 12.607 48.210 12.359 8568.53 0.047 0.329 3.040 37.770 260.556 21.664

    1.598 13.072 51.561 12.874 8459.85 0.046 0.321 3.112 39.354 280.539 22.567

    1.627 13.546 55.109 13.389 8335.42 0.046 0.313 3.196 40.978 301.865 23.469

    1.662 14.029 58.870 13.904 8195.23 0.045 0.303 3.295 42.649 324.673 24.372

    1.702 14.523 62.860 14.418 8039.30 0.043 0.293 3.411 44.376 349.127 25.275

    1.748 15.029 67.102 14.933 7867.61 0.042 0.282 3.548 46.168 375.423 26.177

    1.801 15.551 71.619 15.448 7680.18 0.041 0.270 3.708 48.036 403.800 27.080

    1.862 16.089 76.440 15.963 7476.99 0.040 0.257 3.897 49.994 434.551 27.983

    1.933 16.646 81.600 16.478 7258.05 0.038 0.243 4.122 52.059 468.039 28.885

    Bilantul de putere

  • 7/31/2019 Autocamion 9t

    29/72

    0.00 10.00 20.00 30.00 40.00 50.00 60.00

    v [m/s]

  • 7/31/2019 Autocamion 9t

    30/72

    Viteza I Pr+Pa+Pd

    [m/s] [kW] [kW]0.86 38.51 40.31

    0.96 43.44 44.79

    1.05 48.42 49.27

    1.15 53.42 53.75

    1.24 58.40 58.23

    1.34 63.36 62.711.43 68.27 67.19

    1.53 73.09 71.67

    1.58 75.46 73.91

    1.63 77.81 76.15

    1.72 82.40 80.63

    1.82 86.84 85.11

    1.91 91.10 89.59

    2.01 95.16 94.08

    2.10 99.00 98.56

    2.20 102.58 103.04

    2.29 105.90 107.52

    2.39 108.91 112.002.49 111.60 116.49

    2.58 113.94 120.97

    2.68 115.91 125.45

    2.77 117.49 129.94

    2.87 118.65 134.42

    2.96 119.36 138.91

    3.06 119.60 143.39

    1.51 38.51 38.13

    1.68 43.44 42.37

    1.84 48.42 46.60

    2.01 53.42 50.842.18 58.40 55.09

    2.35 63.36 59.33

    2.51 68.27 63.57

    2.68 73.09 67.81

    2.77 75.46 69.94

    2.85 77.81 72.06

    3.02 82.40 76.31

    3.18 86.84 80.55

    3.35 91.10 84.80

    3.52 95.16 89.05

    3.69 99.00 93.30

    3.85 102.58 97.564.02 105.90 101.81

    4.19 108.91 106.07

    4.36 111.60 110.32

    4.52 113.94 114.58

    4.69 115.91 118.85

    4.86 117.49 123.11

    5.03 118.65 127.38

    5.20 119.36 131.64

    5.36 119.60 135.91

    2.644 38.51 43.06

    2.938 43.44 47.85

    3.231 48.42 52.65

    3.525 53.42 57.45

    3.819 58.40 62.26

    4.113 63.36 67.08

    PR

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    4.406 68.27 71.89

    4.700 73.09 76.72

    4.847 75.46 79.13

    4.994 77.81 81.55

    5.288 82.40 86.39

    5.581 86.84 91.23

    5.875 91.10 96.08

    6.169 95.16 100.94

    6.463 99.00 105.806.757 102.58 110.68

    7.050 105.90 115.56

    7.344 108.91 120.45

    7.638 111.60 125.35

    7.932 113.94 130.26

    8.225 115.91 135.18

    8.519 117.49 140.12

    8.813 118.65 145.06

    9.107 119.36 150.01

    9.400 119.60 154.98

    4.635 38.51 47.69

    5.149 43.44 53.06

    5.664 48.42 58.44

    6.179 53.42 63.85

    6.694 58.40 69.28

    7.209 63.36 74.73

    7.724 68.27 80.22

    8.239 73.09 85.73

    8.497 75.46 88.50

    8.754 77.81 91.28

    9.269 82.40 96.86

    9.784 86.84 102.48

    10.299 91.10 108.14

    10.814 95.16 113.83

    11.329 99.00 119.57

    11.844 102.58 125.36

    12.359 105.90 131.19

    12.874 108.91 137.07

    13.389 111.60 143.00

    13.904 113.94 148.98

    14.418 115.91 155.02

    14.933 117.49 161.11

    15.448 118.65 167.27

    15.963 119.36 173.48

    16.478 119.60 179.76

    8.124 38.51 50.14

    9.027 43.44 56.06

    9.929 48.42 62.08

    10.832 53.42 68.23

    11.735 58.40 74.51

    12.637 63.36 80.92

    13.540 68.27 87.49

    14.443 73.09 94.23

    14.894 75.46 97.66

    15.345 77.81 101.14

    16.248 82.40 108.23

    17.151 86.84 115.52

    18.053 91.10 123.02

    18.956 95.16 130.73

    19.859 99.00 138.68

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    20.761 102.58 146.86

    21.664 105.90 155.30

    22.567 108.91 163.99

    23.469 111.60 172.96

    24.372 113.94 182.22

    25.275 115.91 191.76

    26.177 117.49 201.61

    27.080 118.65 211.78

    27.983 119.36 222.28

    28.885 119.60 233.11

    14.241 38.51 36.74

    15.823 43.44 42.68

    17.405 48.42 49.21

    18.988 53.42 56.39

    20.570 58.40 64.27

    22.152 63.36 72.91

    23.735 68.27 82.37

    25.317 73.09 92.72

    26.108 75.46 98.24

    26.899 77.81 104.01

    28.482 82.40 116.29

    30.064 86.84 129.63

    31.646 91.10 144.09

    33.228 95.16 159.72

    34.811 99.00 176.58

    36.393 102.58 194.74

    37.975 105.90 214.24

    39.558 108.91 235.16

    41.140 111.60 257.54

    42.722 113.94 281.45

    44.305 115.91 306.95

    45.887 117.49 334.09

    47.469 118.65 362.9349.052 119.36 393.54

    50.634 119.60 425.96

  • 7/31/2019 Autocamion 9t

    33/72

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    34/72

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  • 7/31/2019 Autocamion 9t

    40/72

    Treapta V Treapta VI

    Fr D a 1/a Td Sd Viteza Fr D a 1/a

    [N] - [m/s2] [m/s2] [s] [m] [m/s] [N] - [m/s2] [m/s2]

    4739.854 0.026 0.138 7.234 48.036 403.800 14.241 2703.959 0.013 0.007 144.4104812.637 0.027 0.140 7.135 54.521 459.412 15.823 2745.479 0.012 0.003 373.204

    4876.434 0.027 0.141 7.075 60.935 520.199 17.405 2781.874 0.012 -0.003 -393.227

    4931.246 0.027 0.142 7.051 67.310 586.383 18.988 2813.142 0.011 -0.009 -114.378

    4977.072 0.027 0.142 7.064 73.681 658.266 20.570 2839.285 0.010 -0.016 -62.813

    5013.912 0.027 0.141 7.113 80.079 736.235 22.152 2860.301 0.010 -0.024 -41.537

    5041.767 0.026 0.139 7.199 86.539 820.778 23.735 2876.192 0.009 -0.033 -30.114

    5060.637 0.026 0.136 7.326 93.094 912.500 25.317 2886.957 0.008 -0.043 -23.086

    5066.702 0.026 0.135 7.406 96.419 961.265 26.108 2890.417 0.007 -0.049 -20.518

    5070.521 0.026 0.133 7.498 99.782 1012.118 26.899 2892.595 0.006 -0.054 -18.381

    5071.419 0.026 0.130 7.721 106.651 1120.621 28.482 2893.108 0.005 -0.066 -15.045

    5063.332 0.025 0.125 8.003 113.748 1239.131 30.064 2888.494 0.004 -0.080 -12.577

    5046.260 0.024 0.120 8.357 121.132 1369.101 31.646 2878.755 0.002 -0.094 -10.6925020.202 0.024 0.114 8.799 128.875 1512.382 33.228 2863.890 0.001 -0.109 -9.215

    4985.159 0.023 0.107 9.353 137.067 1671.373 34.811 2843.898 -0.001 -0.124 -8.032

    4941.130 0.022 0.099 10.053 145.825 1849.257 36.393 2818.781 -0.003 -0.141 -7.070

    4888.115 0.022 0.091 10.953 155.306 2050.365 37.975 2788.538 -0.004 -0.159 -6.275

    4826.115 0.021 0.082 12.134 165.726 2280.803 39.558 2753.168 -0.006 -0.178 -5.609

    4755.130 0.020 0.073 13.736 177.402 2549.562 41.140 2712.673 -0.008 -0.198 -5.046

    4675.159 0.019 0.062 16.007 190.826 2870.675 42.722 2667.052 -0.011 -0.219 -4.566

    4586.202 0.017 0.051 19.447 206.828 3267.893 44.305 2616.304 -0.013 -0.241 -4.152

    4488.260 0.016 0.040 25.220 226.988 3786.529 45.887 2560.431 -0.015 -0.264 -3.793

    4381.333 0.015 0.027 36.819 254.988 4532.141 47.469 2499.432 -0.018 -0.287 -3.48

    4265.420 0.013 0.014 71.689 303.962 5880.435 49.052 2433.307 -0.020 -0.312 -3.20

    4140.521 0.012 0.000 54481.467 24925.551 ### 50.634 2362.055 -0.023 -0.33798 -2.96

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    Viteza I Fr D a 1/a

    [m/s] [N] - [m/s2] [m/s2]

    0.86 44753.26 0.258 1.070 0.934

    Td Sd 0.96 45440.47 0.262 1.087 0.920

    [s] [m] 1.05 46042.83 0.266 1.102 0.907

    1.15 46560.36 0.269 1.115 0.897

    254.988 4532.141 1.24 46993.05 0.271 1.126 0.888664.501 10687.909 1.34 47340.89 0.273 1.135 0.881

    648.660 10424.715 1.43 47603.9 0.275 1.142 0.876

    247.066 3117.094 1.53 47782.06 0.276 1.146 0.873

    106.881 344.389 1.58 47839.33 0.276 1.147 0.872

    24.323 -1419.130 1.63 47875.39 0.276 1.148 0.871

    -32.364 -2719.736 1.72 47883.87 0.276 1.149 0.871

    -74.454 -3752.021 1.82 47807.51 0.276 1.147 0.872

    -91.703 -4195.533 1.91 47646.32 0.275 1.143 0.875

    -107.091 -4603.366 2.01 47400.28 0.274 1.136 0.880

    -133.536 -5335.654 2.10 47069.4 0.272 1.128 0.887

    -155.390 -5975.370 2.20 46653.69 0.269 1.118 0.895

    -173.800 -6543.403 2.29 46153.13 0.266 1.105 0.905-189.549 -7054.269 2.39 45567.73 0.263 1.090 0.917

    -203.194 -7518.469 2.49 44897.49 0.259 1.073 0.932

    -215.142 -7943.847 2.58 44142.41 0.255 1.054 0.948

    -225.700 -8336.416 2.68 43302.49 0.250 1.033 0.968

    -235.101 -8700.891 2.77 42377.73 0.244 1.010 0.990

    -243.531 -9041.038 2.87 41368.13 0.239 0.985 1.015

    -251.136 -9359.909 2.96 40273.69 0.232 0.957 1.045

    -258.033 -9660.017 3.06 39094.41 0.226 0.928 1.078

    -264.318 -9943.452

    -270.07 -10212.0 1.51 25530.53 0.15 0.94 1.066

    -275.36 -10467.1 1.68 25922.56 0.15 0.95 1.049

    -280.23 -10710.0 1.84 26266.19 0.15 0.97 1.034

    2.01 26561.43 0.15 0.98 1.022

    2.18 26808.26 0.15 0.99 1.011

    2.35 27006.7 0.16 1.00 1.003

    2.51 27156.74 0.16 1.00 0.997

    2.68 27258.37 0.16 1.01 0.994

    2.77 27291.04 0.16 1.01 0.992

    2.85 27311.61 0.16 1.01 0.992

    3.02 27316.45 0.16 1.01 0.991

    3.18 27272.89 0.16 1.01 0.993

    3.35 27180.94 0.16 1.00 0.997

    3.52 27040.58 0.16 1.00 1.003

    3.69 26851.82 0.15 0.99 1.010

    3.85 26614.67 0.15 0.98 1.020

    4.02 26329.11 0.15 0.97 1.033

    4.19 25995.16 0.15 0.95 1.047

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    4.36 25612.8 0.15 0.94 1.064

    4.52 25182.05 0.15 0.92 1.084

    4.69 24702.9 0.14 0.90 1.108

    4.86 24175.35 0.14 0.88 1.134

    5.03 23599.4 0.14 0.86 1.165

    5.20 22975.05 0.13 0.83 1.200

    5.36 22302.31 0.13 0.81 1.240

    2.644 14564.48 0.084 0.619 1.6172.938 14788.12 0.085 0.629 1.589

    3.231 14984.15 0.086 0.639 1.565

    3.525 15152.58 0.087 0.647 1.545

    3.819 15293.39 0.088 0.654 1.530

    4.113 15406.59 0.089 0.659 1.517

    4.406 15492.18 0.089 0.663 1.508

    4.700 15550.17 0.089 0.666 1.502

    4.847 15568.8 0.090 0.666 1.501

    4.994 15580.54 0.090 0.667 1.500

    5.288 15583.3 0.090 0.667 1.500

    5.581 15558.45 0.089 0.665 1.504

    5.875 15505.99 0.089 0.662 1.511

    6.169 15425.92 0.088 0.657 1.521

    6.463 15318.24 0.088 0.652 1.534

    6.757 15182.95 0.087 0.644 1.552

    7.050 15020.05 0.086 0.636 1.573

    7.344 14829.53 0.085 0.626 1.598

    7.638 14611.41 0.084 0.615 1.627

    7.932 14365.68 0.082 0.602 1.662

    8.225 14092.34 0.080 0.588 1.702

    8.519 13791.38 0.079 0.572 1.748

    8.813 13462.82 0.077 0.555 1.801

    9.107 13106.65 0.074 0.537 1.862

    9.400 12722.86 0.072 0.517 1.933

    4.635 8308.64 0.048 0.332 3.008

    5.149 8436.22 0.048 0.339 2.953

    5.664 8548.05 0.049 0.344 2.908

    6.179 8644.14 0.049 0.348 2.872

    6.694 8724.47 0.050 0.352 2.843

    7.209 8789.04 0.050 0.354 2.823

    7.724 8837.87 0.050 0.356 2.810

    8.239 8870.95 0.050 0.356 2.805

    8.497 8881.58 0.050 0.356 2.805

    8.754 8888.28 0.050 0.356 2.807

    9.269 8889.85 0.050 0.355 2.816

    9.784 8875.67 0.050 0.353 2.832

    10.299 8845.75 0.050 0.350 2.857

    10.814 8800.07 0.049 0.346 2.889

    11.329 8738.64 0.049 0.341 2.930

    11.844 8661.46 0.048 0.336 2.980

    12.359 8568.53 0.047 0.329 3.040

    12.874 8459.85 0.046 0.321 3.112

    13.389 8335.42 0.046 0.313 3.196

    13.904 8195.23 0.045 0.303 3.295

    14.418 8039.30 0.043 0.293 3.411

    14.933 7867.61 0.042 0.282 3.54815.448 7680.18 0.041 0.270 3.708

    15.963 7476.99 0.040 0.257 3.897

    16.478 7258.05 0.038 0.243 4.122

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    8.124 4739.854 0.026 0.138 7.234

    9.027 4812.637 0.027 0.140 7.135

    9.929 4876.434 0.027 0.141 7.075

    10.832 4931.246 0.027 0.142 7.051

    11.735 4977.072 0.027 0.142 7.064

    12.637 5013.912 0.027 0.141 7.113

    13.540 5041.767 0.026 0.139 7.199

    14.443 5060.637 0.026 0.136 7.326

    14.894 5066.702 0.026 0.135 7.40615.345 5070.521 0.026 0.133 7.498

    16.248 5071.419 0.026 0.130 7.721

    18.053 5046.260 0.024 0.120 8.357

    18.956 5020.202 0.024 0.114 8.799

    19.859 4985.159 0.023 0.107 9.353

    20.761 4941.130 0.022 0.099 10.053

    21.664 4888.115 0.022 0.091 10.953

    22.567 4826.115 0.021 0.082 12.134

    23.469 4755.130 0.020 0.073 13.736

    24.372 4675.159 0.019 0.062 16.007

    25.275 4586.202 0.017 0.051 19.447

    26.177 4488.260 0.016 0.040 25.22027.080 4381.333 0.015 0.027 36.819

    27.983 4265.420 0.013 0.014 71.689

    28.885 4140.521 0.012 0.000 54481.467

    14.241 2703.959 0.013 0.007 144.410

    15.823 2745.479 0.012 0.003 373.204

    17.405 2781.874 0.012 -0.003 -393.227

    18.988 2813.142 0.011 -0.009 -114.378

    20.570 2839.285 0.010 -0.016 -62.813

    22.152 2860.301 0.010 -0.024 -41.537

    23.735 2876.192 0.009 -0.033 -30.114

    25.317 2886.957 0.008 -0.043 -23.08626.108 2890.417 0.007 -0.049 -20.518

    26.899 2892.595 0.006 -0.054 -18.381

    28.482 2893.108 0.005 -0.066 -15.045

    30.064 2888.494 0.004 -0.080 -12.577

    31.646 2878.755 0.002 -0.094 -10.692

    33.228 2863.890 0.001 -0.109 -9.215

    34.811 2843.898 -0.001 -0.124 -8.032

    36.393 2818.781 -0.003 -0.141 -7.070

    37.975 2788.538 -0.004 -0.159 -6.275

    39.558 2753.168 -0.006 -0.178 -5.609

    41.140 2712.673 -0.008 -0.198 -5.046

    42.722 2667.052 -0.011 -0.219 -4.56644.305 2616.304 -0.013 -0.241 -4.152

    45.887 2560.431 -0.015 -0.264 -3.793

    47.469 2499.432 -0.018 -0.287 -3.48

    49.052 2433.307 -0.020 -0.312 -3.20

    50.634 2362.055 -0.023 -0.338 -2.96

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    Viteza I Td Sd

    [m/s] [s] [m]0.86 0.402 0.173

    0.96 0.491 0.253

    1.05 0.578 0.341

    1.15 0.664 0.436

    1.24 0.749 0.5381.34 0.834 0.647

    1.43 0.918 0.763

    1.53 1.002 0.887

    1.58 1.043 0.952

    1.63 1.085 1.019

    1.72 1.168 1.158

    1.82 1.252 1.305

    1.91 1.335 1.461

    2.01 1.419 1.625

    2.10 1.503 1.799

    2.20 1.589 1.982

    2.29 1.675 2.1752.39 1.762 2.380

    2.49 1.850 2.595

    2.58 1.940 2.823

    2.68 2.032 3.063

    2.77 2.125 3.318

    2.87 2.221 3.589

    3.35 4.084 8.097

    3.52 4.252 8.673

    3.69 4.420 9.281

    3.85 4.590 9.922

    4.02 4.763 10.600

    4.19 4.937 11.315

    4.36 5.114 12.071

    4.52 5.294 12.871

    4.69 5.477 13.717

    4.86 5.665 14.615

    5.03 5.858 15.567

    5.88 10.800 36.530

    6.17 11.246 39.212

    6.46 11.694 42.046

    6.76 12.148 45.042

    7.05 12.607 48.210

    7.34 13.072 51.561

    7.64 13.546 55.109

    7.93 14.029 58.870

    8.23 14.523 62.860

    8.52 15.029 67.102

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    8.81 15.551 71.619

    10.30 31.721 191.970

    10.81 33.201 207.586

    11.33 34.699 224.171

    11.84 36.220 241.800

    12.36 37.770 260.556

    12.87 39.354 280.539

    13.39 40.978 301.865

    13.90 42.649 324.67314.42 44.376 349.127

    14.93 46.168 375.423

    15.45 48.036 403.800

    18.05 121.132 1369.101

    18.96 128.875 1512.382

    19.86 137.067 1671.373

    20.76 145.825 1849.257

    21.66 155.306 2050.365

    22.57 165.726 2280.803

    23.47 177.402 2549.562

    24.37 190.826 2870.675

    25.27 206.828 3267.893

    26.18 226.988 3786.529

    27.08 254.988 4532.141

    31.65 -173.800 -6543.403

    33.23 -189.549 -7054.269

    34.81 -203.194 -7518.469

    36.39 -215.142 -7943.847

    37.98 -225.700 -8336.416

    39.56 -235.101 -8700.891

    41.14 -243.531 -9041.038

    42.72 -251.136 -9359.909

    44.30 -258.033 -9660.017

    45.89 -264.318 -9943.452

    47.47 -270.07 -10212.0

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