CALCULOS

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Transcript of CALCULOS

  • 1)

    Limit.Elevacion

    Y= 1.297 mL= 1.255 mP= 0.020 m

    ROTACION

    2= 2.27 = 63.89 = 44.85 1= 1.90

    0 80PESODECARGA

    m= 2000 Kgg= 9.81 m/s2

    Fa= 19620 N

    CARACTERISTICASFISICASLimit.Carrera

    s1= 0.871 ma1= 0.885 mb= 1.185 mw= 0.302 mA= 0.101 m= 8.581 k= 1.770 m

    a2= 0.886 m

    FUERZADELPINSTONFPIS= 19316 N

    CUADRORESUMENDECARACTERISTICASDEMOVIMIENTODEELEVADORDETIPOTIJERA

    Y= L= P= 2= = = 1= m= g= Fa= s1= a1= b= w= A= = k= a2= FPIS=0.08 1.77 0.16 2.27 3.40 0.25 1.90 2000.00 9.81 19620.00 0.49 0.89 1.18 0.30 0.10 8.58 1.77 0.89 1972350.10 1.77 0.09 2.27 5.04 1.00 1.90 2000.00 9.81 19620.00 0.49 0.89 1.18 0.30 0.10 8.58 1.77 0.89 1522280.15 1.77 0.03 2.27 8.28 2.48 1.90 2000.00 9.81 19620.00 0.49 0.89 1.18 0.30 0.10 8.58 1.77 0.89 1047970.16 1.77 0.02 2.27 9.39 3.00 1.90 2000.00 9.81 19620.00 0.50 0.89 1.18 0.30 0.10 8.58 1.77 0.89 945360.20 1.77 0.01 2.27 12.07 4.26 1.90 2000.00 9.81 19620.00 0.50 0.89 1.18 0.30 0.10 8.58 1.77 0.89 767050.22 1.76 0.00 2.27 13.56 5.00 1.90 2000.00 9.81 19620.00 0.50 0.89 1.18 0.30 0.10 8.58 1.77 0.89 691330.35 1.75 0.02 2.27 21.59 9.00 1.90 2000.00 9.81 19620.00 0.53 0.89 1.18 0.30 0.10 8.58 1.77 0.89 462530.53 1.71 0.02 2.27 29.89 15.00 1.90 2000.00 9.81 19620.00 0.57 0.89 1.18 0.30 0.10 8.58 1.77 0.89 326120.67 1.66 0.02 2.27 36.39 20.00 1.90 2000.00 9.81 19620.00 0.62 0.89 1.18 0.30 0.10 8.58 1.77 0.89 273740.81 1.60 0.02 2.27 41.92 25.00 1.90 2000.00 9.81 19620.00 0.67 0.89 1.18 0.30 0.10 8.58 1.77 0.89 242931.00 1.50 0.03 2.27 53.53 32.09 1.90 2000.00 9.81 19620.00 0.74 0.89 1.18 0.30 0.10 8.58 1.77 0.89 218191.07 1.45 0.03 2.27 55.89 35.00 1.90 2000.00 9.81 19620.00 0.77 0.89 1.18 0.30 0.10 8.58 1.77 0.89 210721.30 1.26 0.02 2.27 63.89 44.85 1.90 2000.00 9.81 19620.00 0.87 0.89 1.18 0.30 0.10 8.58 1.77 0.89 193161.40 1.14 0.02 2.27 68.07 50.00 1.90 2000.00 9.81 19620.00 0.92 0.89 1.18 0.30 0.10 8.58 1.77 0.89 18674

    GRAFICOCARACTERISTICODELELEVADOR

    ecuaciongeneraldetrab

    DIRECCIONDETRABAJO

    DETERMINACIONDEFUERZAMAXIMAENPISTONDECILINDROHIDRAULICO

    MESAELEVADORADE2TON. .=0

    K. sin 2 . cos 2.

    b. L P sen .

    =.g

    2. .L P. cos +)

    =.. ...

    0

    50000

    100000

    150000

    200000

    250000

    0 10 20 30 40 50 60 70 800.0

    0.2

    0.4

    0.6

    0.8

    1.0

    1.2

    1.4

    1.6

    FUER

    ZADE

    CILINDR

    ONE

    WTO

    NS

    ANGULODEELEVACIONGRADOS

    DESPLAZA

    MIENTO

    VERT

    ICAL

    MTS

    CARATERISTICADELELEVADORDE2TNTIPOTIJERA

    a1. sen180 2. sen .

    1 .. )

    A. sen )sen180 .

    2 .. )

    1=s(.) )