asentamiento tk 01a.xls

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    CLIENTE: Ubicacin:

    TANQUE: SERVICIO: FECHA:

    Diametro (D) Ft: 35 Altura (H) Ft: 24 Young's modulus (E) Lb/Pulg2 29000000Yield Strength (Y) Lb/Pulg2: 30000 Arc length between points (L) Ft: 6.872233931

    Deflection Max. accurete (S) mm: Deflection allowable (Sa) mm: 13.650405

    Sa 11L2Y/2EH

    U = Measured out-of-plane settlement in relation to a cosine curve, in feetSa = Deflection max. permissible, in feet, (out-of-plane distortion)S = Deflection accurete, in feet, (out-of-plane distortion)L = Arc length between measurement points, in feetY = Yield strength, in pounds per square inch (psi)E - Young's modulus, in pounds per square inch (psi)H = Tank height, in feet

    0 0.00 392.00 -2.51 -8.26 13.65 TRUE1 6.87 400.00 0.74 -0.45 13.65 TRUE2 13.74 401.00 0.82 3.28 13.65 TRUE3 20.62 404.00 2.75 2.96 13.65 TRUE4 27.49 404.00 1.70 1.66 13.65 TRUE5 34.36 402.00 -1.17 -2.10 13.65 TRUE6 41.23 403.00 -0.73 -0.26 13.65 TRUE7 48.11 403.00 -0.89 -1.81 13.65 TRUE8 54.98 401.00 -2.63 -2.74 13.65 TRUE9 61.85 406.00 3.01 3.95 13.65 TRUE10 68.72 403.00 0.93 3.72 13.65 TRUE

    11 75.59 400.00 -1.00 -4.46 13.65 TRUE12 82.47 397 -2.95 -4.66 13.65 TRUE13 89.34 403 3.92 4.60 13.65 TRUE14 96.21 401 2.48 7.26 13.65 TRUE15 103.08 398 -0.36 -2.69 13.65 TRUE

    Estacin

    EVALUACION DEL ASENTAMIENTO DEL CUERPO

    APENDICE B API-653

    LecturaAsentamie

    nto

    UDistancia

    alrededor del

    tanque

    S (mm)Deflexion

    admisible

    (Sa) (mm)

    Evaluacin

    9,4 mm

    -10.000

    -8.000-6.000

    -4.000

    -2.000

    0.000

    2.000

    4.000

    6.000

    1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

    CURVA ASENTAMIENTO CUERPO

    MANSAROVAR ENERGY COL. LTD

    Junio 10/08

    TERMINAL DE RECIBO "EL SAUCE"

    TK-90.000-1

    COMENTARIOS:El tanque descanza sobre un anillo de concreto, el cual presenta algunas grietas y puntos aisladoscon perdida de la capa de concreto de sello, particularmente en la base del anillo donde, el agua puede filtrarse dentrode la fundacin. No se obervan grandes deformaciones debido a posibles asentamientos.Los valores de verticalidad y redondez del tanque son aceptables.

    Crudo

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    Cliente ALIANZA CASABE Estacin CASABEASENTAMIENTO PRUEBA HIDROSTATICA

    24

    35 Yield strength Y:

    N: 16Modulo deYoung

    6.872233931

    0 1 2 3Lectura

    AsentamientoAsentamiento

    Relativo nguloEstacin Si si Ti

    16 103.083509 398 -3.125 5.891 0 392 -9.125 0.002 6.872233931 400 -1.125 0.393 13.74446786 401 -0.125 0.794 20.61670179 404 2.875 1.18

    5 27.48893572 404 2.875 1.576 34.36116965 402 0.875 1.967 41.23340358 403 1.875 2.368 48.10563751 403 1.875 2.759 54.97787145 401 -0.125 3.14

    10 61.85010538 406 4.875 3.5311 68.72233931 403 1.875 3.9312 75.59457324 400 -1.125 4.3213 82.46680717 397 -4.125 4.7114 89.3390411 403 1.875 5.1115 96.21127503 401 -0.125 5.5016 103.083509 398 -3.125 5.89

    1 0 392 -9.125 0.006418 47.12

    a0: 401.125Sumatorias

    Altura Tanque (ft):

    Distanciaalrededor del

    tanque

    Diamtro Tanque (ft):

    Distancia entre estaciones-X:

    -10.000

    -8.000

    -6.000

    -4.000

    -2.000

    0.000

    2.000

    4.000

    6.000

    1 2 3 4 5 6 7 8 9 10

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    UR Tanque: TK-36-01A N: 813.74446786

    30000 lb/pulg2

    29000000 lb/pulg2 0.044784792 13.65040471

    4 5 6 7 8 9 10Coseno del

    nguloSeno delngulo

    Mejor curva delcoseno ajustada

    Asentamientodiferenical

    Deflexion actualmm

    cosTi sinTi SiCosTi SiSenTi a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/20.92 -0.38 367.70 -152.31 -2.768 -0.357 -2.6891.00 0.00 392.00 0.00 -2.510 -6.615 -8.2650.92 0.38 369.55 153.07 -1.870 0.745 -0.4520.71 0.71 283.55 283.55 -0.945 0.820 3.2770.38 0.92 154.60 373.25 0.124 2.751 2.964

    0.00 1.00 0.00 404.00 1.174 1.701 1.656-0.38 0.92 -153.84 371.40 2.045 -1.170 -2.099-0.71 0.71 -284.96 284.96 2.605 -0.730 -0.263-0.92 0.38 -372.32 154.22 2.768 -0.893 -1.811-1.00 0.00 -401.00 0.00 2.510 -2.635 -2.735-0.92 -0.38 -375.10 -155.37 1.870 3.005 3.952-0.71 -0.71 -284.96 -284.96 0.945 0.930 3.723-0.38 -0.92 -153.07 -369.55 -0.124 -1.001 -4.4640.00 -1.00 0.00 -397.00 -1.174 -2.951 -4.6560.38 -0.92 154.22 -372.32 -2.045 3.920 4.5990.71 -0.71 283.55 -283.55 -2.605 2.480 7.2630.92 -0.38 367.70 -152.31 -2.768 -0.357 -2.689

    1 0.00 392.00 0.00 -2.510 -6.615 -8.2650.00 47.12 -20.08 9.39

    a1: -2.51b1: 1.17

    DEFLEXION ADMISIBLE (ft):

    11 12 13 14 15 16 17

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    mm

    11

    13.6513.6513.6513.6513.65

    13.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.65

    13.65

    Deflexionadmisible en

    mm

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    Cliente ALIANZA CASABE Estacin CASABEASENTAMIENTO PRUEBA HIDROSTATICA

    24

    35 Yield strength Y:

    N: 16Modulo deYoung

    6.872233931

    0 1 2 3Lectura

    AsentamientoAsentamiento

    Relativo nguloEstacin Si si Ti

    16 103.083509 396 -3.625 5.891 0 392 -7.625 0.002 6.872233931 400 0.375 0.393 13.74446786 401 1.375 0.794 20.61670179 402 2.375 1.18

    5 27.48893572 402 2.375 1.576 34.36116965 400 0.375 1.967 41.23340358 401 1.375 2.368 48.10563751 401 1.375 2.759 54.97787145 401 1.375 3.14

    10 61.85010538 404 4.375 3.5311 68.72233931 401 1.375 3.9312 75.59457324 398 -1.625 4.3213 82.46680717 395 -4.625 4.7114 89.3390411 401 1.375 5.1115 96.21127503 399 -0.625 5.5016 103.083509 396 -3.625 5.89

    1 0 392 -7.625 0.006394 47.12

    a0: 399.625Sumatorias

    Altura Tanque (ft):Diamtro Tanque (ft):

    Distancia entre estaciones-X:

    Distanciaalrededor del

    tanque

    -10.000

    -8.000

    -6.000

    -4.000

    -2.000

    0.000

    2.000

    4.000

    6.000

    1 2 3 4 5 6 7 8 9 10

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    UR Tanque: TK-36-01A N: 813.74446786

    30000 lb/pulg2

    29000000 lb/pulg2 0.044784792 13.65040471

    4 5 6 7 8 9 10Coseno del

    nguloSeno delngulo

    Mejor curva delcoseno ajustada

    Asentamientodiferenical

    Deflexion actualmm

    cosTi sinTi SiCosTi SiSenTi a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/20.92 -0.38 365.86 -151.54 -2.495 -1.130 -3.7691.00 0.00 392.00 0.00 -2.102 -5.523 -7.3840.92 0.38 369.55 153.07 -1.389 1.764 1.4070.71 0.71 283.55 283.55 -0.464 1.839 4.1360.38 0.92 153.84 371.40 0.532 1.843 1.844

    0.00 1.00 0.00 402.00 1.446 0.929 0.576-0.38 0.92 -153.07 369.55 2.140 -1.765 -2.127-0.71 0.71 -283.55 283.55 2.509 -1.134 -1.235-0.92 0.38 -370.48 153.46 2.495 -1.120 -1.731-1.00 0.00 -401.00 0.00 2.102 -0.727 -0.616-0.92 -0.38 -373.25 -154.60 1.389 2.986 4.093-0.71 -0.71 -283.55 -283.55 0.464 0.911 2.864-0.38 -0.92 -152.31 -367.70 -0.532 -1.093 -4.3440.00 -1.00 0.00 -395.00 -1.446 -3.179 -4.5760.38 -0.92 153.46 -370.48 -2.140 3.515 4.6270.71 -0.71 282.14 -282.14 -2.509 1.884 6.2350.92 -0.38 365.86 -151.54 -2.495 -1.130 -3.769

    1 0.00 392.00 0.00 -2.102 -5.523 -7.3840.00 47.12 -16.82 11.57

    a1: -2.10b1: 1.45

    DEFLEXION ADMISIBLE (ft):

    11 12 13 14 15 16 17

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    mm

    11

    13.6513.6513.6513.6513.65

    13.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.65

    13.65

    Deflexionadmisible en

    mm

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    Cliente ALIANZA CASABE Estacin CASABEASENTAMIENTO PRUEBA HIDROSTATICA

    24

    35 Yield strength Y:

    N: 16Modulo deYoung

    6.872233931

    0 1 2 3Lectura

    AsentamientoAsentamiento

    Relativo nguloEstacin Si si Ti

    16 103.083509 396 -3.500 5.891 0 392 -7.500 0.002 6.872233931 400 0.500 0.393 13.74446786 401 1.500 0.794 20.61670179 402 2.500 1.18

    5 27.48893572 402 2.500 1.576 34.36116965 400 0.500 1.967 41.23340358 401 1.500 2.368 48.10563751 401 1.500 2.759 54.97787145 399 -0.500 3.14

    10 61.85010538 404 4.500 3.5311 68.72233931 401 1.500 3.9312 75.59457324 398 -1.500 4.3213 82.46680717 395 -4.500 4.7114 89.3390411 401 1.500 5.1115 96.21127503 399 -0.500 5.5016 103.083509 396 -3.500 5.89

    1 0 392 -7.500 0.006392 47.12

    a0: 399.5Sumatorias

    Altura Tanque (ft):Diamtro Tanque (ft):

    Distancia entre estaciones-X:

    Distanciaalrededor del

    tanque

    -10.000

    -8.000

    -6.000

    -4.000

    -2.000

    0.000

    2.000

    4.000

    6.000

    1 2 3 4 5 6 7 8 9 10

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    mm

    11

    13.6513.6513.6513.6513.65

    13.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.65

    13.65

    Deflexionadmisible en

    mm

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    Cliente ALIANZA CASABE Estacin CASABEASENTAMIENTO PRUEBA HIDROSTATICA

    24

    35 Yield strength Y:

    N: 16Modulo deYoung

    6.872233931

    0 1 2 3Lectura

    AsentamientoAsentamiento

    Relativo nguloEstacin Si si Ti

    16 103.083509 395 -3.625 5.891 0 391 -7.625 0.002 6.872233931 399 0.375 0.393 13.74446786 399 0.375 0.794 20.61670179 401 2.375 1.18

    5 27.48893572 402 3.375 1.576 34.36116965 400 1.375 1.967 41.23340358 400 1.375 2.368 48.10563751 401 2.375 2.759 54.97787145 398 -0.625 3.14

    10 61.85010538 403 4.375 3.5311 68.72233931 400 1.375 3.9312 75.59457324 397 -1.625 4.3213 82.46680717 394 -4.625 4.7114 89.3390411 400 1.375 5.1115 96.21127503 398 -0.625 5.5016 103.083509 395 -3.625 5.89

    1 0 391 -7.625 0.006378 47.12

    a0: 398.625Sumatorias

    Altura Tanque (ft):Diamtro Tanque (ft):

    Distancia entre estaciones-X:

    Distanciaalrededor del

    tanque

    -10.000

    -8.000

    -6.000

    -4.000

    -2.000

    0.000

    2.000

    4.000

    6.000

    1 2 3 4 5 6 7 8 9 10

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    UR Tanque: TK-36-01A N: 813.74446786

    30000 lb/pulg2

    29000000 lb/pulg2 0.044784792 13.65040471

    4 5 6 7 8 9 10Coseno del

    nguloSeno delngulo

    Mejor curva delcoseno ajustada

    Asentamientodiferenical

    Deflexion actualmm

    cosTi sinTi SiCosTi SiSenTi a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/20.92 -0.38 364.93 -151.16 -2.573 -1.052 -3.7461.00 0.00 391.00 0.00 -2.104 -5.521 -6.8840.92 0.38 368.63 152.69 -1.314 1.689 1.3850.71 0.71 282.14 282.14 -0.324 0.699 2.5950.38 0.92 153.46 370.48 0.716 1.659 1.290

    0.00 1.00 0.00 402.00 1.646 1.729 2.018-0.38 0.92 -153.07 369.55 2.326 -0.951 -1.681-0.71 0.71 -282.84 282.84 2.651 -1.276 -0.777-0.92 0.38 -370.48 153.46 2.573 -0.198 -1.254-1.00 0.00 -398.00 0.00 2.104 -2.729 -2.616-0.92 -0.38 -372.32 -154.22 1.314 3.061 3.615-0.71 -0.71 -282.84 -282.84 0.324 1.051 3.905-0.38 -0.92 -151.93 -366.78 -0.716 -0.909 -4.2900.00 -1.00 0.00 -394.00 -1.646 -2.979 -4.5180.38 -0.92 153.07 -369.55 -2.326 3.701 4.6810.71 -0.71 281.43 -281.43 -2.651 2.026 6.2770.92 -0.38 364.93 -151.16 -2.573 -1.052 -3.746

    1 0.00 391.00 0.00 -2.104 -5.521 -6.8840.00 47.12 -16.83 13.17

    a1: -2.10b1: 1.65

    DEFLEXION ADMISIBLE (ft):

    11 12 13 14 15 16 17

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    mm

    11

    13.6513.6513.6513.6513.65

    13.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.65

    13.65

    Deflexionadmisible en

    mm

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    Cliente ALIANZA CASABE Estacin CASABEASENTAMIENTO PRUEBA HIDROSTATICA

    24

    35 Yield strength Y:

    N: 16Modulo deYoung

    6.872233931

    0 1 2 3Lectura

    AsentamientoAsentamiento

    Relativo nguloEstacin Si si Ti

    16 103.083509 393 -4.188 5.891 0 390 -7.188 0.002 6.872233931 398 0.813 0.393 13.74446786 398 0.813 0.794 20.61670179 400 2.813 1.18

    5 27.48893572 400 2.813 1.576 34.36116965 398 0.813 1.967 41.23340358 399 1.813 2.368 48.10563751 399 1.813 2.759 54.97787145 397 -0.188 3.14

    10 61.85010538 402 4.813 3.5311 68.72233931 399 1.813 3.9312 75.59457324 396 -1.188 4.3213 82.46680717 392 -5.188 4.7114 89.3390411 398 0.813 5.1115 96.21127503 396 -1.188 5.5016 103.083509 393 -4.188 5.89

    1 0 390 -7.188 0.006355 47.12

    a0: 397.1875Sumatorias

    Altura Tanque (ft):Diamtro Tanque (ft):

    Distancia entre estaciones-X:

    Distanciaalrededor del

    tanque

    -8.000

    -6.000

    -4.000

    -2.000

    0.000

    2.000

    4.000

    6.000

    1 2 3 4 5 6 7 8 9 10

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    UR Tanque: TK-36-01A N: 813.74446786

    30000 lb/pulg2

    29000000 lb/pulg2 0.044784792 13.65040471

    4 5 6 7 8 9 10Coseno del

    nguloSeno delngulo

    Mejor curva delcoseno ajustada

    Asentamientodiferenical

    Deflexion actualmm

    cosTi sinTi SiCosTi SiSenTi a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/20.92 -0.38 363.08 -150.39 -2.689 -1.499 -4.2121.00 0.00 390.00 0.00 -2.192 -4.995 -6.3580.92 0.38 367.70 152.31 -1.361 2.174 1.8990.71 0.71 281.43 281.43 -0.324 1.136 3.0950.38 0.92 153.07 369.55 0.763 2.049 1.776

    0.00 1.00 0.00 400.00 1.734 1.078 0.992-0.38 0.92 -152.31 367.70 2.441 -1.629 -2.215-0.71 0.71 -282.14 282.14 2.776 -0.964 -0.313-0.92 0.38 -368.63 152.69 2.689 -0.876 -1.788-1.00 0.00 -397.00 0.00 2.192 -2.380 -2.642-0.92 -0.38 -371.40 -153.84 1.361 3.451 4.101-0.71 -0.71 -282.14 -282.14 0.324 1.489 4.405-0.38 -0.92 -151.54 -365.86 -0.763 -0.424 -3.7760.00 -1.00 0.00 -392.00 -1.734 -3.453 -4.9920.38 -0.92 152.31 -367.70 -2.441 3.254 4.2150.71 -0.71 280.01 -280.01 -2.776 1.589 5.8130.92 -0.38 363.08 -150.39 -2.689 -1.499 -4.212

    1 0.00 390.00 0.00 -2.192 -4.995 -6.3580.00 47.12 -17.54 13.88

    a1: -2.19b1: 1.73

    DEFLEXION ADMISIBLE (ft):

    11 12 13 14 15 16 17

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    mm

    11

    13.6513.6513.6513.6513.65

    13.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.65

    13.65

    Deflexionadmisible en

    mm

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    Cliente ALIANZA CASABE Estacin CASABEASENTAMIENTO PRUEBA HIDROSTATICA

    24

    35 Yield strength Y:

    N: 16Modulo deYoung

    6.872233931

    0 1 2 3Lectura

    AsentamientoAsentamiento

    Relativo nguloEstacin Si si Ti

    16 103.083509 398 -3.125 5.891 0 392 -9.125 0.002 6.872233931 400 -1.125 0.393 13.74446786 401 -0.125 0.794 20.61670179 404 2.875 1.18

    5 27.48893572 404 2.875 1.576 34.36116965 402 0.875 1.967 41.23340358 403 1.875 2.368 48.10563751 403 1.875 2.759 54.97787145 401 -0.125 3.14

    10 61.85010538 406 4.875 3.5311 68.72233931 403 1.875 3.9312 75.59457324 400 -1.125 4.3213 82.46680717 397 -4.125 4.7114 89.3390411 403 1.875 5.1115 96.21127503 401 -0.125 5.5016 103.083509 398 -3.125 5.89

    1 0 392 -9.125 0.006418 47.12

    a0: 401.125Sumatorias

    Altura Tanque (ft):Diamtro Tanque (ft):

    Distancia entre estaciones-X:

    Distanciaalrededor del

    tanque

    -10.000

    -8.000

    -6.000

    -4.000

    -2.000

    0.000

    2.000

    4.000

    6.000

    1 2 3 4 5 6 7 8 9 10

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    UR Tanque: TK-36-01A N: 813.74446786

    30000 lb/pulg2

    29000000 lb/pulg2 0.044784792 13.65040471

    4 5 6 7 8 9 10Coseno del

    nguloSeno delngulo

    Mejor curva delcoseno ajustada

    Asentamientodiferenical

    Deflexion actualmm

    cosTi sinTi SiCosTi SiSenTi a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/20.92 -0.38 367.70 -152.31 -2.768 -0.357 -2.6891.00 0.00 392.00 0.00 -2.510 -6.615 -8.2650.92 0.38 369.55 153.07 -1.870 0.745 -0.4520.71 0.71 283.55 283.55 -0.945 0.820 3.2770.38 0.92 154.60 373.25 0.124 2.751 2.964

    0.00 1.00 0.00 404.00 1.174 1.701 1.656-0.38 0.92 -153.84 371.40 2.045 -1.170 -2.099-0.71 0.71 -284.96 284.96 2.605 -0.730 -0.263-0.92 0.38 -372.32 154.22 2.768 -0.893 -1.811-1.00 0.00 -401.00 0.00 2.510 -2.635 -2.735-0.92 -0.38 -375.10 -155.37 1.870 3.005 3.952-0.71 -0.71 -284.96 -284.96 0.945 0.930 3.723-0.38 -0.92 -153.07 -369.55 -0.124 -1.001 -4.4640.00 -1.00 0.00 -397.00 -1.174 -2.951 -4.6560.38 -0.92 154.22 -372.32 -2.045 3.920 4.5990.71 -0.71 283.55 -283.55 -2.605 2.480 7.2630.92 -0.38 367.70 -152.31 -2.768 -0.357 -2.689

    1 0.00 392.00 0.00 -2.510 -6.615 -8.2650.00 47.12 -20.08 9.39

    a1: -2.51b1: 1.17

    DEFLEXION ADMISIBLE (ft):

    11 12 13 14 15 16 17

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    mm

    11

    13.6513.6513.6513.6513.65

    13.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.6513.65

    13.65

    Deflexionadmisible en

    mm

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    Punto angulo 0 25%

    Asentamiento

    uniforme (mm) 50%

    Asentamiento

    uniforme (mm)

    1 0 392 392 0 392 02 22,5 400 400 0 400 03 45 401 401 0 401 04 67,5 404 402 2 402 25 90 404 402 2 402 26 112,5 402 400 2 400 27 135 403 401 2 401 28 157.5 403 401 2 401 29 180 401 401 0 399 210 202.5 406 404 2 404 211 225 403 401 2 401 212 247.5 400 398 2 398 213 270 397 395 2 395 214 292.5 403 401 2 401 215 315 401 399 2 399 216 337.5 398 396 2 396 2

    MAX: 2 MAX: 2

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    75%

    Asentamiento

    uniforme (mm) 100%

    Asentamiento

    uniforme (mm) 0%

    Asentamiento

    uniforme (mm)

    391 1 390 2 392399 1 398 2 400399 2 398 3 401401 3 400 4 404402 2 400 4 404400 2 398 4 402400 3 399 4 403401 2 399 4 403398 3 397 4 401403 3 402 4 406400 3 399 4 403397 3 396 4 400394 3 392 5 397400 3 398 5 403398 3 396 5 401395 3 393 5 398

    MAX: 3 MAX: 5 MAX: 406

    LLENADO

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