1. Calculos Eje-Tolva
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Tiempo de alimentacion transversal[s] 5
POTENCIA REQUERIDA [w] 93.1386834788541[hp] 0.12490
Torque necesario para alimentacion transversal
Coeficiente de friccion0.74
cantidad de alambres que caben en la tolva 500Peso de todos los alambres[N] 5806.3041
Fuerza para mover los alambres[N] 4296.665Torque necesario en la Rueda[Nm] 148.23494
DIAMETRO MINIMO[m] 0.0360001DIAMETRO MINIMO[mm] 36
DIAMETRO FINAL[mm] 56
Distancia de la rued de alimentacion[m]
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CALCULO EJE TOLVA
ELEMENTOS DEL SISTEMAMOTOR
Velocidad Para rueda con 2 suministros wi[RPM] 6 wi[rad/seg] 0.63
Torque [Nm] 148
POLEA DE BANDA PLANADiametro 7Diametro 0.1778
Torque 148.23Fuerza Flexionante 3.33E+03
0.069
Dp1[in]Dp1[m]
T[N.m]Fb [N]
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ANALISIS AJUSTE POR INTERFERENCIA POLEA
Radio eje [m] 0.1015Radio cubo polea [m] 0.1205Longitud del cubo [m] 0.085Modulo de young [Pa] 2.07E+11Coeficiente de poisson 0.3Coeficiente de friccion 0.2desviacion minima[m] 0Desviacion escogida K 4.00E-06Presion [Pa] 60131.6093042475
Saber si cumple con los requerimientosEsfuerzo tangencial eje -60131.6093042475Esfuerzo radial eje -60131.6093042475Esfuezo tangencial cubo -60131.6093042475Esfuerzo radial cubo -60131.6093042475
2.62E+08
Verificacion distorsion
DEBIDO A QUE ES MENOR QUE EL ESFUERZO DE
FLUENCIA NO EXISTE DISTORSION NI EN LA POLEA Y NI EN EL EJE
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CALCULO EJE TOLVA
MATERIAL ANALISIS DE DISEÑO PARA CADA PUNTO CRITICOAcero rolado en frío
Referencia SAE 1020RESISTENCIA A LA TENSION √A para Flexion 0.10226501
4.48E+08 √A para Torsion 0.07655501
65
RESISTENCIA A LA FLUENCIA PUNTO 0
Sy[Pa] 2.62E+08 IT0 0 0
FACTOR DE SEGURIDAD 11.1 21.1 3
1.1 4
1.2 5
1.2 6Ntotal 2
PUNTO A
RESISTENCIA A LA FATIGA IT1 0 3.33E+02 -3.33E+02
0.6 10.89 2
a 4.51 3b -0.265 41 51 6
Se´ 2.24E+08Se [Pa] 1.20E+08 PUNTO B
0.94 ITa 1.58 0 1.45E+01 -1.45E+01b -0.085 1
23456
CONSTANTE DE NEUBER
Sut [Pa]
Sut [KPsi]
Mmax Mmin
Nmaterial
Nstress
Ngeometria
Nfailure
Nreliavility
Mmax Mmin
Ccarga
Ctamaño-inicial
Csuperficie-maquinado
Ctempertura
Cconfiabilidad
Csuperficie-esmerilafo Mmax Mmin
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PUNTO C
IT0 46 -46123456
PUNTO D
IT0 46 -46
123456
PUNTO E
IT0 14 -14123456
Mmax Mmin
Mmax Mmin
Mmax Mmin
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CALCULO EJE TOLVA
ANALISIS DE DISEÑO PARA CADA PUNTO CRITICO
PUNTO 0
Ma[N.m] Ta[N.m] Mm[N.m] Tm[N.m] d [m]228.36 0 0 114.180970298 0 114.18097 0.0312610298
0.0238065783170.0235963031990.023589427358
0.023589201463
0.023589194041
CONVERGENCIA 0.023589193797
PUNTO A
Ma[N.m] Ta[N.m] Mm[N.m] Tm[N.m] d [m]228.36 0.00 333.486938 114.180970298 0 114.18097 0.051636638514
0.036675282120.0360352341990.0360019255860.0360001750760.036000083032
CONVERGENCIA 0.036000078192
PUNTO B
Ma[N.m] Ta[N.m] Mm[N.m] Tm[N.m] d [m]228.36 0.00 14.4913914 114.180970298 0 114.18097 0.030964681307
0.0240634673510.0238983687080.0238938272720.02389370188
0.023893698418CONVERGENCIA 0.023893698322
CONSTANTE DE NEUBER
Tmax Tmin
Tmax Tmin
Tmax Tmin
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PUNTO C
Ma[N.m] Ta[N.m] Mm[N.m] Tm[N.m] d [m]171.27 0.00 45.9975153 85.6357277237 0 85.6357277 0.029568678554
0.0225984568070.0224190839830.0224137273410.0224135666810.022413561862
CONVERGENCIA 0.022413561718
PUNTO D
Ma[N.m] Ta[N.m] Mm[N.m] Tm[N.m] d [m]114.18 0.00 46.0007931 57.0904851491 0 57.0904851 0.027089716921
0.0225403167070.0224173526560.0224136754190.0224135651240.022413561815
CONVERGENCIA 0.022413561716
PUNTO E
Ma[N.m] Ta[N.m] Mm[N.m] Tm[N.m] d [m]57.09 0.00 14.4885401 28.5452425746 0 28.5452426 0.020402117416
0.0223501852360.0224116577940.022413504599
0.022413560.022413561662
CONVERGENCIA 0.022413561712
Tmax Tmin
Tmax Tmin
Tmax Tmin
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CALCULO EJE TOLVA
ANALISIS DE DISEÑO PARA CADA PUNTO CRITICO
Se r q Kt Kts Kf0.6 1.20E+08 - 1 1 1.7 1.5 1.7
1.66405063 3.33E+08 0.000625220596 0.60539305 0.67206634 1.7 1.5 1.71.70860726 3.42E+08 0.000476131566 0.57243248 0.64137581 1.7 1.5 1.71.71007828 3.43E+08 0.000471926064 0.57134642 0.64035485 1.7 1.5 1.7
1.71012662 3.43E+08 0.000471788547 0.57131073 0.64032129 1.7 1.5 1.7
1.71012821 3.43E+08 0.000471784029 0.57130955 0.64032019 1.7 1.5 1.7
1.71012826 3.43E+08 0.000471783881 0.57130952 0.64032015 1.7 1.5 1.7
Se r q Kt Kts Kf0.6 1.20E+08 - 1 1 2.125 3 2.125
1.58498418 3.18E+08 0.00103273277 0.66349701 0.72481549 2.125 3 1.746434141.63846674 3.28E+08 0.000733505642 0.62430305 0.68942042 2.125 3 1.702340941.64126724 3.29E+08 0.000720704684 0.62223609 0.6875324 2.125 3 1.700015611.64141447 3.29E+08 0.000720038512 0.6221274 0.68743306 2.125 3 1.699893331.64142222 3.29E+08 0.000720003502 0.62212169 0.68742784 2.125 3 1.69988691.64142262 3.29E+08 0.000720001661 0.62212138 0.68742756 2.125 3 1.69988656
Se r q Kt Kts Kf0.6 1.26E+08 - 1 1 1.7 1.5 1.7
1.6655888 3.51E+08 0.003096468131 0.77345855 0.82017037 1.7 1.5 1.541420991.70682938 3.60E+08 0.002406346735 0.75060994 0.80081979 1.7 1.5 1.525426961.70796959 3.60E+08 0.002389836871 0.749965 0.80027015 1.7 1.5 1.52497551.70800108 3.60E+08 0.002389382727 0.74994718 0.80025496 1.7 1.5 1.524963031.70800194 3.60E+08 0.002389370188 0.74994669 0.80025454 1.7 1.5 1.524962681.70800197 3.60E+08 0.002389369842 0.74994668 0.80025453 1.7 1.5 1.52496267
Ctamaño qs
Ctamaño qs
Ctamaño qs
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Se r q Kt Kts Kf0.6 1.26E+08 - 1 1 1.7 1.5 1.7
1.67305862 3.52E+08 0.002956867855 0.76939148 0.81674321 1.7 1.5 1.538574041.71726063 3.62E+08 0.002259845681 0.74468464 0.79576284 1.7 1.5 1.521279251.71858858 3.62E+08 0.002241908398 0.74392633 0.7951145 1.7 1.5 1.520748431.71862842 3.62E+08 0.002241372734 0.74390357 0.79509503 1.7 1.5 1.52073251.71862961 3.62E+08 0.002241356668 0.74390288 0.79509445 1.7 1.5 1.520732021.71862965 3.62E+08 0.002241356186 0.74390286 0.79509443 1.7 1.5 1.520732
Se r q Kt Kts Kf0.6 1.26E+08 - 1 1 1.7 1.5 1.7
1.6873292 3.55E+08 0.002708971692 0.76153211 0.81009932 1.7 1.5 1.533072471.71768979 3.62E+08 0.002254031671 0.74443967 0.79555343 1.7 1.5 1.521107771.71860146 3.62E+08 0.002241735266 0.74391897 0.79510821 1.7 1.5 1.52074328
1.7186288 3.62E+08 0.002241367542 0.74390334 0.79509484 1.7 1.5 1.520732341.71862962 3.62E+08 0.002241356512 0.74390288 0.79509444 1.7 1.5 1.520732011.71862965 3.62E+08 0.002241356182 0.74390286 0.79509443 1.7 1.5 1.520732
Se r q Kt Kts Kf0.6 1.26E+08 - 1 1 1.7 1.5 1.7
1.7343764 3.65E+08 0.002040211742 0.734844 0.78732867 1.7 1.5 1.51439081.71910176 3.62E+08 0.002235018524 0.74363304 0.79486367 1.7 1.5 1.520543131.71864381 3.62E+08 0.002241165779 0.74389477 0.79508751 1.7 1.5 1.520726341.71863007 3.62E+08 0.00224135046 0.74390262 0.79509422 1.7 1.5 1.520731831.71862966 3.62E+08 0.002241356 0.74390285 0.79509442 1.7 1.5 1.5207321.71862965 3.62E+08 0.002241356166 0.74390286 0.79509443 1.7 1.5 1.520732
Ctamaño qs
Ctamaño qs
Ctamaño qs
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CALCULO EJE TOLVA
ANALISIS DE DISEÑO PARA CADA PUNTO CRITICO
Kfs1.5
1.336033171.320687911.32017742
1.32016064
1.32016009
1.32016007
Kfs3
2.449630992.37884084
2.37506482.374866122.374855672.37485512
Kfs1.5
1.410085181.4004099
1.400135071.400127481.400127271.40012726
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Kfs1.5
1.408371611.397881421.397557251.397547521.397547221.39754722
Kfs1.5
1.405049661.39777671
1.39755411.397547421.397547221.39754722
Kfs1.5
1.393664341.397431841.397543761.397547111.397547211.39754722
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PUNTOS DE ANALISISA 1.00E-01B 2.96E-01C 1.15E+00D 1.60E+00E 2.45E+00
F 2.641
VARIABLES CORTANTE MOMENTO FLECTOR
Distancias
a[m] 1.00E-01 X[m] V[N] X[m]b[m] 2.96E-01 0.000 0.00E+00 0c[m] 1.15E+00 0.000 3.33E+03 1.00E-01d[m] 1.60E+00 0.100 3.33E+03 2.641e[m] 2.45E+00 0.100 -1.31E+02f[m] 2.64E+00 2.641 -1.31E+02
Fuerzas Fb[N] 3.33E+03 2.641 0.00E+00
Reacciones R2[N] -1.31E+02R1[N] 3.47E+03
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MOMENTO FLECTOR MOMENTO TORSORM[N.m] X[m] T[N.m]
0 0 0333.49 0 148.23
0.00 2.96E-01 148.232.96E-01 111.1762081.15E+00 111.1762081.15E+00 74.121.60E+00 74.121.60E+00 37.062.45E+00 37.062.45E+00 0
0.000 0.500 1.000 1.500 2.000 2.500 3.000-5.00E+02
0.00E+00
5.00E+02
1.00E+03
1.50E+03
2.00E+03
2.50E+03
3.00E+03
3.50E+03
4.00E+03
Diagrama de Cortante
V[N]
0 0.5 1 1.5 2 2.5 30
50100150200250300350400
Diagrama de Momento Flector
M[N.m]
0 0.5 1 1.5 2 2.5 30
20
40
60
80
100
120
140
160
Diagrama de momento torsor
T[N.m]
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0.000 0.500 1.000 1.500 2.000 2.500 3.000-5.00E+02
0.00E+00
5.00E+02
1.00E+03
1.50E+03
2.00E+03
2.50E+03
3.00E+03
3.50E+03
4.00E+03
Diagrama de Cortante
V[N]
0 0.5 1 1.5 2 2.5 30
50100150200250300350400
Diagrama de Momento Flector
M[N.m]
0 0.5 1 1.5 2 2.5 30
20
40
60
80
100
120
140
160
Diagrama de momento torsor
T[N.m]
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PUNTOS DE ANALISISA 1.00E-01B 2.96E-01C 1.15E+00D 1.60E+00E 2.45E+00F 2.641
VARIABLES
Distancias
a[m] 1.00E-01b[m] 2.96E-01 CORTANTE MOMENTO FLECTORc[m] 1.15E+00 X[m] V[N] X[m]d[m] 1.60E+00 0.000 0.00E+00 0e[m] 2.45E+00 0.100 0.00E+00 1.00E-01f[m] 2.64E+00 0.100 -7.41E+01 0.296
Fuerzas P[N] 3.71E+01 0.296 -7.41E+01 1.146
Reacciones R2[N] 7.41E+01 0.296 -3.71E+01 1.60E+00R1[N] 7.41E+01 1.146 -3.71E+01 2.45E+00
1.146 -7.29E-03 2.64E+001.60E+00 -7.29E-031.60E+00 3.71E+012.45E+00 3.71E+012.45E+00 7.41E+012.64E+00 7.41E+012.64E+00 0.00E+00
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MOMENTO FLECTOR MOMENTO TORSORM[N.m] X[m] T[N.m]
0 0 00.00E+00 0 228.36
-14 2.96E-01 228.36-4.60E+01 2.96E-01 171.271455-4.60E+01 1.15E+00 171.271455-1.45E+01 1.15E+00 114.180.00E+00 1.60E+00 114.18
1.60E+00 57.092.45E+00 57.092.45E+00 0
0.000 0.500 1.000 1.500 2.000 2.500 3.000
-1.00E+02
-8.00E+01
-6.00E+01
-4.00E+01
-2.00E+01
0.00E+00
2.00E+01
4.00E+01
6.00E+01
8.00E+01
1.00E+02
Diagrama de Cortante
V[N]
0 0.5 1 1.5 2 2.5 3
-50-45-40-35-30-25-20-15-10
-50
Diagrama de Momento Flector
M[N.m]
0 0.5 1 1.5 2 2.5 30
50
100
150
200
250
Diagrama de momento torsor
T[N.m]
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0.000 0.500 1.000 1.500 2.000 2.500 3.000
-1.00E+02
-8.00E+01
-6.00E+01
-4.00E+01
-2.00E+01
0.00E+00
2.00E+01
4.00E+01
6.00E+01
8.00E+01
1.00E+02
Diagrama de Cortante
V[N]
0 0.5 1 1.5 2 2.5 3
-50-45-40-35-30-25-20-15-10
-50
Diagrama de Momento Flector
M[N.m]
0 0.5 1 1.5 2 2.5 30
50
100
150
200
250
Diagrama de momento torsor
T[N.m]
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PUNTOS DE ANALISIS MOMENTO FLECTORA 1.00E-01 X[m]B 2.96E-01 0C 1.15E+00 0.100D 1.60E+00 0.296E 2.45E+00 1.146F 2.64E+00 1.60E+00
2.45E+002.64E+00
MOMENTO TORSORX[m]
00
2.96E-012.96E-011.15E+001.15E+001.60E+001.60E+002.45E+002.45E+00
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MOMENTO FLECTORM[N.m]
03.33E+02
14.49146
4.60E+0114.490.00
MOMENTO TORSORT[N.m]
0228.36228.36
171.271455447419171.271455447419
114.18114.18
57.0957.09
0
0 0.5 1 1.5 2 2.5 30
50
100
150
200
250
300
350
400
Diagrama de Momento Flector Re-sultante
M[N.m]
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0 0.5 1 1.5 2 2.5 30
50
100
150
200
250
300
350
400
Diagrama de Momento Flector Re-sultante
M[N.m]
0 0.5 1 1.5 2 2.5 30
50
100
150
200
250
Diagrama de momento torsor
Column F
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Diametro Seccion Inercia Sección
1 4E-02 8.24486739139715E-08
2 5E-02 4.17396411689481E-073 4E-02 8.24486739139715E-08
Posición[m] Carga o Reacción [N] Corte [N]
1 3.33E+03 0.00E+00 0 0
2 -3.47E+03 3.33E+03 1.00E-01 3.33E+02
3 0.00E+00 -1.31E+02 9.00E-03 3.32E+02
4 0.00E+00 -1.31E+02 1.87E-01 307.829048737351
5 0.00E+00 -1.31E+02 8.50E-01 196.273008905013
6 0.00E+00 -1.31E+02 4.50E-01 137.279550193677
7 0.00E+00 -1.31E+02 8.50E-01 25.6578891614378
8 0 -1.31E+02 1.87E-01 1.18118159822487
9 1.31E+02 -1.31E+02 9.00E-03 0.00
2.10E+11 -4.23E-03
Distancia entre Posiciones [m]
Momento Flexión [Nm]
Modulo de Elasticidad [Pa]
Constante de Integración Y
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#REF!
307.829048737351
196.273008905013
137.279550193677
25.6578891614378
#REF!
#REF!
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2.54E+00
EI M/EI Promedio
0 08.2448673914E-08 1.73E+04 1.93E-02 0.00963043408 0.00048152170381487
0.0192608682 0.000963043418.2448673914E-08 17314.2215 0.0191926478 0.019226758 0.0010495638186139
0.0037911403 0.001136084234.17396411689E-07 87653.2465 0.0035118956 0.00365151795 0.00147658827813078
0.0035118956 0.001817092334.17396411689E-07 87653.2465 0.0022391984 0.00287554699 0.00303919979651349
0.0022391984 0.004261307274.17396411689E-07 87653.2465 0.0015661662 0.00190268229 0.00468893511067896
0.0015661662 0.005116562954.17396411689E-07 87653.2465 0.0002927204 0.00092944327 0.00551180870394396
0.005907054454.17396411689E-07 87653.2465 1.3475617E-05 6.73780862E-06 0.00590768275354685
0.005908311058.2448673914E-08 17314.2215 7.0790721E-18 3.53953603E-18 0.00590831105420022
5.91E-03
Distancia entre apoyos
Momento de Inercia [m^4]
Pendiente Respecto a 1
Pendiente Promedio[rad]
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Punto de Análisis 1 2 3 4Angulo [rad] 0 0.00096304341 0.00113608423 0.0018170923266635Deflexión [m] 4.815217E-05 0 2.86349146E-05 0.00048510408821531
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Deflexión [m]
-0.00004815-4.815217038149E-05 0.0004231221001235
0.00000000-9.446074367525E-06 3.808098901111E-05
0.000028632.75E-04 -0.00078912271673
-0.00048510410.00258331982703647 -0.00359653785105
-0.00149832210.00210767633225019 -0.001901933840055
00.00468779330270434 -0.00359865346155
0.001089139840.00110178283353649 -0.00078912271673
0.001401799965.3174799487802E-05 -3.808098901111E-05
0
Incremento de Deflexión
Constante de Integración
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5 6 7 8 90.00426130726636349 0.0051165629549944 0.00590705445 0.0059083111 0.00590831110.00149832211222844 0 0.00108913984 0.0014018 0
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Diametro Seccion Inercia Sección
1 4.00E-02 1.25663706143592E-07
2 6.00E-02 6.36172512351933E-073 4.00E-02 1.25663706143592E-07
Posición[m] Corte [N]
1 0.00E+00 0.00E+00 0 01.2566371E-07
2 -7.41E+01 0.00E+00 1.00E-01 0.00E+001.2566371E-07
3 0.00E+00 -7.41E+01 9.00E-03 -6.67E-016.3617251E-07
4 3.71E+01 -7.41E+01 1.87E-01 -14.49139138236.3617251E-07
5 3.71E+01 -3.71E+01 8.50E-01 -45.99751529276.3617251E-07
6 3.71E+01 -7.29E-03 4.50E-01 -46.00079311676.3617251E-07
7 3.71E+01 3.71E+01 8.50E-01 -14.48854014946.3617251E-07
8 0 7.41E+01 1.87E-01 -0.666991618131.2566371E-07
9 -7.41E+01 7.41E+01 9.00E-03 0.00
2.10E+11 2.80E-04
Distancia entre apoyos
Carga o Reacción [N]
Distancia entre Posiciones [m]
Momento Flexión [Nm]
Momento de Inercia [m^4]
Modulo de Elasticidad
[Pa]Constante de Integracion Y
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#REF!
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2.54E+00
EI M/EI Promedio
0 02.64E+04 0.00E+00 0 0 0
0 026389.3783 -2.527998E-05 -1.264E-05 -5.6879948311E-08 5.119195348E-10
-4.993576E-06 -1.1375989662E-07133596.228 -0.0001084716 -5.67326E-05 -5.4040719067E-06 -1.007859411E-06
-0.0001084716 -1.0694383917E-05133596.228 -0.0003443025 -0.000226387 -0.00010690887215 -9.087254133E-05
-0.0003443025 -0.0002031233604133596.228 -0.000344327 -0.000344315 -0.00028050810466 -0.000126088393
-0.000344327 -0.0003578928489133596.228 -0.0001084502 -0.000226389 -0.00045416461286 -0.0003862670032
-0.0005504363768133596.228 -4.992593E-06 -2.4963E-06 -0.00055066915646 -0.0001026997977
-0.000550901936126389.3783 -1.598692E-19 -7.99346E-20 -0.00055090193612 -4.958117425E-06
-5.51E-04
Pendiente Respecto a 1
Pendiente Promedio [rad]
Incremento de Deflexion
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Deflexión [m]
0-2.8016261323E-05
0-2.5214635191E-06
-2.520952E-065.2250327367E-05
4.8721516E-050.00023813822124
0.00019598720.00012593309465
0.00019583190.00023827830255
4.7843197E-055.2250327367E-05
-2.606273E-062.52146351905E-06
0
Constante de Integracion
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Posicion 1 2 3Distancia 0 1.00E-01 1.09E-01Deflexion[m] 4.82E-05 0 2.86349146436E-05Pendiente[rad] 0 0.0009630434076 0.001136084235294
No escalizar eje No escalizar eje No escalizar eje
1.05E-03 La desalineacion es admisible
5.93E-03 La desalineacion es admisible
4
1.20E-02
2.54E-04
Pendiente en el rodamiento 1
Pendiente en el rodamiento 2
Desviacion admisible[Minuto
s de arco]
Desviacion en radianes
Deflexion maxima por longitud[m]
0 0.5 1 1.5 2 2.5 30.00E+00
2.00E-04
4.00E-04
6.00E-04
8.00E-04
1.00E-03
1.20E-03
1.40E-03
1.60E-03
DEFLEXIONES EJE SIN ESCALIZAR
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4 5 6 7 8 92.96E-01 1.15E+00 1.60E+00 2.45E+00 2.63E+00 2.64E+004.88E-04 1.50E-03 0.0001958318979 0.0010901902 0.0014018024 0
0.004632554818 0.0051205932832 0.005129064609 0.0059326446 0.005933939 0.0059339390338escalizar eje escalizar eje No escalizar eje escalizar eje escalizar eje No escalizar eje
Factor de diseño1.01
Escalizar1.5623415932416 5.62E-02
56
Nuevo diametro[m]
Nuevo diametro[mm]
0 0.5 1 1.5 2 2.5 30.00E+00
2.00E-04
4.00E-04
6.00E-04
8.00E-04
1.00E-03
1.20E-03
1.40E-03
1.60E-03
DEFLEXIONES EJE SIN ESCALIZAR
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0 0.5 1 1.5 2 2.5 30.00E+00
2.00E-04
4.00E-04
6.00E-04
8.00E-04
1.00E-03
1.20E-03
1.40E-03
1.60E-03
DEFLEXIONES EJE SIN ESCALIZAR
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Componentes Nombre Masas[kg] Cantidad1 Ruedas guiadoras 1 42 Polea 1.66 1
Velocidad crítica 2193.6859715001Velocidad crítica[RPM] 20948.1579573353
No alcanza su velocidad crítica
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Torque[Nm] 148.23
0
Modulo de rigidez[Pa] 8.10E+10
1.48E+02
Torque de salida[Nm] 1.48E+02
Ángulo de torsión[°] 1.00950239E-13
0.00075607501
El eje es lo suficientemente rigido
Momento polar de inercia[m^4]
Torque de entrada[Nm]
Torsión admisible para ejes de
transmisión[°]
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ANALISIS AJUSTE POR INTERFERENCIA POLEA TOLERANCIA SECCION POLEA (H7)Radio eje [m] 2.75E-02 Desviasion superiorRadio cubo polea [m] 2.03E-01 Desviacion inferiorLongitud del cubo [m] 1.33E-01 TOLERANCIA DEL EJE(k6)Modulo de young EJE [Pa] 2.07E+11 Desviacion superiorCoeficiente de poisson EJE 0.3 Desviacion inferiorCoeficiente de friccion 0.2Coeficiente de poisson POLEA 0.25Modulo de young [Pa] POLEA 1.75E+11 RUEDA DISTRIBUIDORA(H7)desviacion inferior[m] 2.10E-05 Desviacion superiorDesviacion inferior escogida 2.10E-05 Desviacion inferiorPresion [Pa] 96895749.33 TOLERANCIA EJE(k6)Torque [Nm] 12279.28 Desviacion superior
Saber si cumple con los requerimientos Desviacion inferiorEsfuerzo tangencial eje -96895749.33Esfuerzo radial eje -96895749.33Esfuezo tangencial cubo 100518613.6Esfuerzo radial cubo -96895749.33l/d 2.42
Verificacion distorsion
La union cumple con los requerimientos de de torque
DEBIDO A QUE ES
MENOR QUE EL ESFUERZO DE FLUENCIA
NO EXISTE DISTORSION
NI EN LA POLEA Y NI EN EL EJE
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TOLERANCIA SECCION POLEA (H7)3.00E-05 Radio eje [m] 3.30E-020.00E+00 Radio cubo de la rueda [m] 7.45E-02
TOLERANCIA DEL EJE(k6) Longitud del cubo [m] 5.50E-022.10E-05 Modulo de young EJE [Pa] 2.07E+112.00E-06 Coeficiente de poisson EJE 0.3
Coeficiente de friccion 0.2Coeficiente de poisson rueda 0.3
RUEDA DISTRIBUIDORA(H7) Modulo de young [Pa] rueda 2.07E+113.00E-05 desviacion inferior[m] 2.10E-050.00E+00 Desviacion inferior escogida 2.10E-05
TOLERANCIA EJE(k6) Presion [Pa] 69742165.54812.10E-05 Torque [Nm] 5249.232.00E-06 Saber si cumple con los requerimientos
Esfuerzo tangencial eje -69742165.548Esfuerzo radial eje -69742165.548Esfuezo tangencial cubo 103830406.508Esfuerzo radial cubo -69742165.548l/d 0.83
Verificacion distorsion
ANALISIS AJUSTE POR INTERFERENCIA RUEDAS DE ALIMENTACION
La union cumple con los requerimientos de de torque
DEBIDO A QUE ES MENOR QUE
EL ESFUERZO DE FLUENCIA
NO EXISTE DISTORSION NI EN LA POLEA Y
NI EN EL EJE