Ejercicioaplicacion

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  • 7/25/2019 Ejercicioaplicacion

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    Ejercicio de aplicacin

    Disear el eje de la figura.

    DATOS

    dB=2 ; rB=1

    dC=4 ; {r} rsub {C} =2

    =60

    Acero 1040HR; Sy=30ksi y Su=50 ksi

    n=2

    SOLUCIN

    Para la polea de 2 pulg

    FBx z=2 30cos60 =30lb

    FBx y=2 30 sen60 =51,96 lb

    Entonces en plano xz

    Diagrama de cuerpo libre

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    Diagrama de Fuerzas

    Diagrama de Momentos

    +Fx=0

    R1P1P2+R2=0

    R1=R2+P1+P2(1)

    +MA=0

    P1 (60 )+P2(300)R2 (420 )=0

    R2=

    P1(60 )+P

    2(300)

    420(2)

    Reemplzo FBx z

    P1=30 lb! F

    Cx z

    =P2=100 lben2

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    R2=(30 (60 )+100 (300))lb " pul#

    420pul#

    R2=75.71 lb

    ReemplazoR2 en (1)

    R1=(75.71+30+100) lb

    R1=54.29 lb

    Donde

    MBxz=3257.14 lb" pul#

    MCxz=9085.71lb " pul#

    En el plano xy

    Diagrama de Fuerzas

    Diagrama de Momentos

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    +Fx=0

    R1P1+R2=0

    R1=P1R2(3)

    + MA=0

    P1 (60 )R2(420)=0

    R2=P1 (60 )

    420 (4)

    Reemplzo FBx y=P1=51.96lben(4)

    R2=51.96 (60 ) lb " pul#

    420pul#

    R2=7.42 lb

    Reemplzo R2en (3)

    R1=(51.967.42)lb

    R1=44,54 lb

    Donde

    MBxy=2672.23 lb" pul#

    Momentos Resultantes:

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    MB=[ (MB )xy ]2+ [ (MB )xz]2

    MB=(2672.23 )2+(3257.14)2lb "

    MB=4213.048 lb"

    MC= [ (MC)xy ]2+ [ (MC)xz]2

    MC=(0)2+(9085.71)2 lb" pul#

    MC=9085.71 lb" pul#

    Determinacin del punto crtico

    El punto C es el ms crtico.

    Diseo del eje

    ! El es"uerzo e#ui$alente de %on Misses es&

    ($e% )& " M=$2

    +3 '2

    ()

    $=32M

    ( d3=

    32 (9085.71) lb" pul#

    ( d3

    (b)

    '=16 )

    ( d3

    )=FBx y r B=51.96 lb 1pul#=51.96 lb" pul#

    16 (51.96 )lb " ( d

    3(c)

    '=

    Dado n=2

    ($e% )& " M= Syn

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    ($e% )& " M=30 10

    3lb" pul#

    2

    ($e% )& " M=15000 lb "(d )

    En (a)

    ($e% )& " M2=$2+3 '2(e)

    Reemplazo (b) (c) (d) en (e)

    150002=(32 (9085.71 )( d3 )

    2

    +3(16 (51.96 )( d3 )2

    150002=

    (32 (9085.71 ) )2+9(16 (51.96 ) )2

    (2

    d6

    d6=

    (32 (9085.71 ))2+9 (16 (51.96))2

    (2(150002)

    d= 638.0686 pul#

    d=1.83pul#

    !or la teora del es"uerzo cortante m#imo

    n)*CM=0.5 Sy

    'M+x

    'M+x=0.5Sy

    n)*CM

    'M+x=(1

    2$)

    2

    +'2

    0.5(30103)2

    =(

    1

    2(32 (9085.71 )

    ( d3

    )

    )

    2

    +

    (

    16 (51.96 )

    ( d3

    )

    2

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    (0.5 (30 103 )

    2 )2

    =(12 ( 32 (9085.71)( d3 ))2

    +(16 (51.96 )( d3 )2

    75002=

    (0.5(32) (9085.71 ))2+9 (16 (51.96 ))2

    (2

    d6

    d6=

    ((0.5)(32) (9085.71 ))2+9 (16 (51.96 ))2

    (2(75002)

    d= 638.077pul#

    d=1.35pul#