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7/22/2019 Asentamiento TK 01B.xls
1/23
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 0.00 401.00 0.63 1.31 13.65 TRUE1 6.87 397.00 -1.05 -0.01 13.65 TRUE2 13.74 397.00 -0.45 -1.34 13.65 TRUE3 20.62 397.00 0.06 -0.19 13.65 TRUE4 27.49 396.00 -0.59 -0.09 13.65 TRUE5 34.36 398.00 1.54 1.95 13.65 TRUE6 41.23 396.00 -0.56 -0.58 13.65 TRUE7 48.11 396.00 -0.88 -1.67 13.65 TRUE8 54.98 398.00 0.63 0.69 13.65 TRUE9 61.85 398.00 0.05 0.51 13.65 TRUE10 68.72 399.00 0.45 0.34 13.65 TRUE
11 75.59 399.00 -0.06 0.69 13.65 TRUE12 82.47 399 -0.41 -1.91 13.65 TRUE13 89.34 398 -1.54 -0.45 13.65 TRUE14 96.21 402 2.56 1.58 13.65 TRUE15 103.08 397 -2.12 -0.83 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
-3.000
-2.000-1.000
0.000
1.000
2.000
3.000
4.000
5.000
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
7/22/2019 Asentamiento TK 01B.xls
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7/22/2019 Asentamiento TK 01B.xls
3/23
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 397 -1.000 5.891 0 401 3.000 0.002 6.872233931 397 -1.000 0.393 13.74446786 397 -1.000 0.794 20.61670179 397 -1.000 1.18
5 27.48893572 396 -2.000 1.576 34.36116965 398 0.000 1.967 41.23340358 396 -2.000 2.368 48.10563751 396 -2.000 2.759 54.97787145 398 0.000 3.14
10 61.85010538 398 0.000 3.5311 68.72233931 399 1.000 3.9312 75.59457324 399 1.000 4.3213 82.46680717 399 1.000 4.7114 89.3390411 398 0.000 5.1115 96.21127503 402 4.000 5.5016 103.083509 397 -1.000 5.89
1 0 401 3.000 0.006368 47.12
a0: 398Sumatorias
Altura Tanque (ft):
Distanciaalrededor del
tanque
Diamtro Tanque (ft):
Distancia entre estaciones-X:
-3.000
-2.000
-1.000
0.000
1.000
2.000
3.000
4.000
5.000
1 2 3 4 5 6 7 8 9 10
7/22/2019 Asentamiento TK 01B.xls
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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 -0.38 366.78 -151.93 1.124 -2.124 -0.8291.00 0.00 401.00 0.00 0.633 2.367 1.3150.92 0.38 366.78 151.93 0.046 -1.046 -0.0130.71 0.71 280.72 280.72 -0.549 -0.451 -1.3390.38 0.92 151.93 366.78 -1.059 0.059 -0.190
0.00 1.00 0.00 396.00 -1.409 -0.591 -0.087-0.38 0.92 -152.31 367.70 -1.544 1.544 1.952-0.71 0.71 -280.01 280.01 -1.444 -0.556 -0.577-0.92 0.38 -365.86 151.54 -1.124 -0.876 -1.671-1.00 0.00 -398.00 0.00 -0.633 0.633 0.685-0.92 -0.38 -367.70 -152.31 -0.046 0.046 0.513-0.71 -0.71 -282.14 -282.14 0.549 0.451 0.339-0.38 -0.92 -152.69 -368.63 1.059 -0.059 0.6900.00 -1.00 0.00 -399.00 1.409 -0.409 -1.9130.38 -0.92 152.31 -367.70 1.544 -1.544 -0.4520.71 -0.71 284.26 -284.26 1.444 2.556 1.5770.92 -0.38 366.78 -151.93 1.124 -2.124 -0.829
1 0.00 401.00 0.00 0.633 2.367 1.3150.00 47.12 5.06 -11.27
a1: 0.63b1: -1.41
DEFLEXION ADMISIBLE (ft):
11 12 13 14 15 16 17
7/22/2019 Asentamiento TK 01B.xls
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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
7/22/2019 Asentamiento TK 01B.xls
6/23
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
7/22/2019 Asentamiento TK 01B.xls
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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
7/22/2019 Asentamiento TK 01B.xls
8/23
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
7/22/2019 Asentamiento TK 01B.xls
9/23
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 -1.000 5.891 0 399 3.000 0.002 6.872233931 395 -1.000 0.393 13.74446786 395 -1.000 0.794 20.61670179 395 -1.000 1.18
5 27.48893572 394 -2.000 1.576 34.36116965 396 0.000 1.967 41.23340358 394 -2.000 2.368 48.10563751 394 -2.000 2.759 54.97787145 396 0.000 3.14
10 61.85010538 396 0.000 3.5311 68.72233931 397 1.000 3.9312 75.59457324 397 1.000 4.3213 82.46680717 397 1.000 4.7114 89.3390411 396 0.000 5.1115 96.21127503 400 4.000 5.5016 103.083509 395 -1.000 5.89
1 0 399 3.000 0.006336 47.12
a0: 396Sumatorias
Altura Tanque (ft):Diamtro Tanque (ft):
Distancia entre estaciones-X:
Distanciaalrededor del
tanque
-3.000
-2.000
-1.000
0.000
1.000
2.000
3.000
4.000
5.000
1 2 3 4 5 6 7 8 9 10
7/22/2019 Asentamiento TK 01B.xls
10/23
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 1.124 -2.124 -0.8291.00 0.00 399.00 0.00 0.633 2.367 1.3150.92 0.38 364.93 151.16 0.046 -1.046 -0.0130.71 0.71 279.31 279.31 -0.549 -0.451 -1.3390.38 0.92 151.16 364.93 -1.059 0.059 -0.190
0.00 1.00 0.00 394.00 -1.409 -0.591 -0.087-0.38 0.92 -151.54 365.86 -1.544 1.544 1.952-0.71 0.71 -278.60 278.60 -1.444 -0.556 -0.577-0.92 0.38 -364.01 150.78 -1.124 -0.876 -1.671-1.00 0.00 -396.00 0.00 -0.633 0.633 0.685-0.92 -0.38 -365.86 -151.54 -0.046 0.046 0.513-0.71 -0.71 -280.72 -280.72 0.549 0.451 0.339-0.38 -0.92 -151.93 -366.78 1.059 -0.059 0.6900.00 -1.00 0.00 -397.00 1.409 -0.409 -1.9130.38 -0.92 151.54 -365.86 1.544 -1.544 -0.4520.71 -0.71 282.84 -282.84 1.444 2.556 1.5770.92 -0.38 364.93 -151.16 1.124 -2.124 -0.829
1 0.00 399.00 0.00 0.633 2.367 1.3150.00 47.12 5.06 -11.27
a1: 0.63b1: -1.41
DEFLEXION ADMISIBLE (ft):
11 12 13 14 15 16 17
7/22/2019 Asentamiento TK 01B.xls
11/23
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
7/22/2019 Asentamiento TK 01B.xls
12/23
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 -0.188 5.891 0 398 2.813 0.002 6.872233931 395 -0.188 0.393 13.74446786 395 -0.188 0.794 20.61670179 396 0.813 1.18
5 27.48893572 393 -2.188 1.576 34.36116965 396 0.813 1.967 41.23340358 394 -1.188 2.368 48.10563751 393 -2.188 2.759 54.97787145 396 0.813 3.14
10 61.85010538 394 -1.188 3.5311 68.72233931 395 -0.188 3.9312 75.59457324 395 -0.188 4.3213 82.46680717 396 0.813 4.7114 89.3390411 394 -1.188 5.1115 96.21127503 398 2.813 5.5016 103.083509 395 -0.188 5.89
1 0 398 2.813 0.006323 47.12
a0: 395.1875Sumatorias
Altura Tanque (ft):Diamtro Tanque (ft):
Distancia entre estaciones-X:
Distanciaalrededor del
tanque
-3.000
-2.000
-1.000
0.000
1.000
2.000
3.000
4.000
1 2 3 4 5 6 7 8 9 10
7/22/2019 Asentamiento TK 01B.xls
13/23
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 0.998 -1.186 0.2081.00 0.00 398.00 0.00 0.902 1.910 1.2360.92 0.38 364.93 151.16 0.669 -0.856 -0.6960.71 0.71 279.31 279.31 0.334 -0.521 -0.5980.38 0.92 151.54 365.86 -0.052 0.864 0.515
0.00 1.00 0.00 393.00 -0.430 -1.758 -1.374-0.38 0.92 -151.54 365.86 -0.742 1.555 1.717-0.71 0.71 -278.60 278.60 -0.942 -0.246 -0.224-0.92 0.38 -363.08 150.39 -0.998 -1.189 -1.708-1.00 0.00 -396.00 0.00 -0.902 1.715 1.764-0.92 -0.38 -364.01 -150.78 -0.669 -0.519 0.196-0.71 -0.71 -279.31 -279.31 -0.334 0.146 -0.902-0.38 -0.92 -151.16 -364.93 0.052 -0.239 0.9850.00 -1.00 0.00 -396.00 0.430 0.383 -0.6260.38 -0.92 150.78 -364.01 0.742 -1.930 -1.2170.71 -0.71 281.43 -281.43 0.942 1.871 0.7240.92 -0.38 364.93 -151.16 0.998 -1.186 0.208
1 0.00 398.00 0.00 0.902 1.910 1.2360.00 47.12 7.22 -3.44
a1: 0.90b1: -0.43
DEFLEXION ADMISIBLE (ft):
11 12 13 14 15 16 17
7/22/2019 Asentamiento TK 01B.xls
14/23
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
7/22/2019 Asentamiento TK 01B.xls
15/23
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 0.125 5.891 0 399 4.125 0.002 6.872233931 395 0.125 0.393 13.74446786 395 0.125 0.794 20.61670179 395 0.125 1.18
5 27.48893572 393 -1.875 1.576 34.36116965 395 0.125 1.967 41.23340358 393 -1.875 2.368 48.10563751 393 -1.875 2.759 54.97787145 394 -0.875 3.14
10 61.85010538 394 -0.875 3.5311 68.72233931 395 0.125 3.9312 75.59457324 395 0.125 4.3213 82.46680717 395 0.125 4.7114 89.3390411 394 -0.875 5.1115 96.21127503 398 3.125 5.5016 103.083509 395 0.125 5.89
1 0 399 4.125 0.006318 47.12
a0: 394.875Sumatorias
Altura Tanque (ft):Diamtro Tanque (ft):
Distancia entre estaciones-X:
Distanciaalrededor del
tanque
-3.000
-2.000
-1.000
0.000
1.000
2.000
3.000
4.000
5.000
1 2 3 4 5 6 7 8 9 10
7/22/2019 Asentamiento TK 01B.xls
16/23
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 1.501 -1.376 0.0611.00 0.00 399.00 0.00 1.366 2.759 2.1000.92 0.38 364.93 151.16 1.023 -0.898 -0.3000.71 0.71 279.31 279.31 0.524 -0.399 -1.1540.38 0.92 151.16 364.93 -0.054 0.179 0.016
0.00 1.00 0.00 393.00 -0.624 -1.251 -0.817-0.38 0.92 -151.16 364.93 -1.099 1.224 1.322-0.71 0.71 -277.89 277.89 -1.407 -0.468 -0.088-0.92 0.38 -363.08 150.39 -1.501 -0.374 -1.061-1.00 0.00 -394.00 0.00 -1.366 0.491 0.400-0.92 -0.38 -364.01 -150.78 -1.023 0.148 0.300-0.71 -0.71 -279.31 -279.31 -0.524 0.649 0.654-0.38 -0.92 -151.16 -364.93 0.054 0.071 0.9840.00 -1.00 0.00 -395.00 0.624 -0.499 -1.6830.38 -0.92 150.78 -364.01 1.099 -1.974 -1.3220.71 -0.71 281.43 -281.43 1.407 1.718 0.5880.92 -0.38 364.93 -151.16 1.501 -1.376 0.061
1 0.00 399.00 0.00 1.366 2.759 2.1000.00 47.12 10.92 -4.99
a1: 1.37b1: -0.62
DEFLEXION ADMISIBLE (ft):
11 12 13 14 15 16 17
7/22/2019 Asentamiento TK 01B.xls
17/23
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
7/22/2019 Asentamiento TK 01B.xls
18/23
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 0.125 5.891 0 399 4.125 0.002 6.872233931 395 0.125 0.393 13.74446786 395 0.125 0.794 20.61670179 395 0.125 1.18
5 27.48893572 393 -1.875 1.576 34.36116965 395 0.125 1.967 41.23340358 393 -1.875 2.368 48.10563751 393 -1.875 2.759 54.97787145 394 -0.875 3.14
10 61.85010538 394 -0.875 3.5311 68.72233931 395 0.125 3.9312 75.59457324 395 0.125 4.3213 82.46680717 395 0.125 4.7114 89.3390411 394 -0.875 5.1115 96.21127503 398 3.125 5.5016 103.083509 395 0.125 5.89
1 0 399 4.125 0.006318 47.12
a0: 394.875Sumatorias
Altura Tanque (ft):Diamtro Tanque (ft):
Distancia entre estaciones-X:
Distanciaalrededor del
tanque
-3.000
-2.000
-1.000
0.000
1.000
2.000
3.000
4.000
5.000
1 2 3 4 5 6 7 8 9 10
7/22/2019 Asentamiento TK 01B.xls
19/23
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 1.501 -1.376 0.0611.00 0.00 399.00 0.00 1.366 2.759 2.1000.92 0.38 364.93 151.16 1.023 -0.898 -0.3000.71 0.71 279.31 279.31 0.524 -0.399 -1.1540.38 0.92 151.16 364.93 -0.054 0.179 0.016
0.00 1.00 0.00 393.00 -0.624 -1.251 -0.817-0.38 0.92 -151.16 364.93 -1.099 1.224 1.322-0.71 0.71 -277.89 277.89 -1.407 -0.468 -0.088-0.92 0.38 -363.08 150.39 -1.501 -0.374 -1.061-1.00 0.00 -394.00 0.00 -1.366 0.491 0.400-0.92 -0.38 -364.01 -150.78 -1.023 0.148 0.300-0.71 -0.71 -279.31 -279.31 -0.524 0.649 0.654-0.38 -0.92 -151.16 -364.93 0.054 0.071 0.9840.00 -1.00 0.00 -395.00 0.624 -0.499 -1.6830.38 -0.92 150.78 -364.01 1.099 -1.974 -1.3220.71 -0.71 281.43 -281.43 1.407 1.718 0.5880.92 -0.38 364.93 -151.16 1.501 -1.376 0.061
1 0.00 399.00 0.00 1.366 2.759 2.1000.00 47.12 10.92 -4.99
a1: 1.37b1: -0.62
DEFLEXION ADMISIBLE (ft):
11 12 13 14 15 16 17
7/22/2019 Asentamiento TK 01B.xls
20/23
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
7/22/2019 Asentamiento TK 01B.xls
21/23
Punto angulo 0 25%
Asentamiento
uniforme (mm) 50%
Asentamiento
uniforme (mm)
1 0 401 392 9 399 22 22,5 397 400 -3 395 23 45 397 401 -4 395 24 67,5 397 402 -5 395 25 90 396 402 -6 394 26 112,5 398 400 -2 396 27 135 396 401 -5 394 28 157.5 396 401 -5 394 29 180 398 401 -3 396 210 202.5 398 404 -6 396 211 225 399 401 -2 397 212 247.5 399 398 1 397 213 270 399 395 4 397 214 292.5 398 401 -3 396 215 315 402 399 3 400 216 337.5 397 396 1 395 2
MAX: 9 MAX: 2
7/22/2019 Asentamiento TK 01B.xls
22/23
75%
Asentamiento
uniforme (mm) 100%
Asentamiento
uniforme (mm) 0%
Asentamiento
uniforme (mm)
398 3 399 2 401395 2 395 2 397395 2 395 2 397396 1 395 2 397393 3 393 3 396396 2 395 3 398394 2 393 3 396393 3 393 3 396396 2 394 4 398394 4 394 4 398395 4 395 4 399395 4 395 4 399396 3 395 4 399394 4 394 4 398398 4 398 4 402395 2 395 2 397
MAX: 4 MAX: 4 MAX: 402
LLENADO
7/22/2019 Asentamiento TK 01B.xls
23/23
9