MC-836.097-F-023(subestacion).docx

PEMEX EXPLORACIÓN Y PRODUCCIÓNSUBDIRECCIÓN DE MANTENIMIENTO Y LOGÍSTICA

GERENCIA DE ADMINISTRACION DEL MANTENIMIENTOCOORDINACIÓN DE INGENIERIA Y SERVICIOS TÉCNICOS

Título del documento:

MEMORIA DE CALCULO DEL ANALISIS Y DISEÑO DE SUBESTACIÓN Y PLANTA DE EMERGENCIA

No. de documento:

MC-836.097-F-023

“ADECUACIÓN Y AMPLIACIÓN DE INSTALACIONES DE SERVICIOS Y DE PRACTICAS EN EL CASES, E INSTALACIONES DE LA REGIÓN MARINA SUROESTE EN LA TMDB”.

OT-836-097PARAÍSO TABASCO.

REVISIÓN: DESCRIPCIÓN: DETALLES ELABORÓ: REVISÓ: COORDINÓ: APROBÓAPROBÓ CLIENTE

0APROBADO PARA CONSTRUCCIÓN

FIRMA C.G.R. D.M.CH. J.A.A.V. M.R.P.L. J.F.P.A

FECHA MAYO/2013 MAYO/2013 MAYO/2013 MAYO/2013 MAYO/2013

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1. INTRODUCCIÓN………………………………………………………………………………………………………………………...3

2. OBJETIVOS………………………………………………………………………………………………………………………………..3

3. ALCANCE………………………………………………………………………………………………………………………………….4

4. CONSIDERACIONES DE DISEÑO…………………………………………………………………………………………………….4

5. SUBESTACIÓN ELÉCTRICA…………………………………………………………………………………………………………..5

6. CALCULO ESTRUCTURAL: “SUBESTACIÓN ELÉCTRICA”…………………………………………………………………….6

6.1. EVALUACIÓN DE CARGAS…………………………………………………………………………………………………………………………………………..66.1.1.CARGA MUERTA (CM)……………………………………………………………………………………………..66.1.2. CARGA VIVA (CV)………………………………………………………………………………………………….86.1.3.CARGA DE SERVICIO (CS) Y FACTORIZADA (CF)……………………………………………………………96.1.4.CARGA SÍSMICA (CSM)……………………………………………………………………………………………9

6.2. ANÁLISIS ESTRUCTURAL DE LA ESTRUCTURA RESISTENTE...........................................................................................14

6.3. DISEÑO DE LA ESTRUCTURA RESISTENTE COLUMNAS Y VIGAS DE CONCRETO REFORZADO.........................................65

6.4. DISEÑO DEL SISTEMA DE PISO: LOSA MACIZA……………………………………………………………………………….158

6.4.1. FORMULACIÓN PARA EL DISEÑO SEGÚN NTCDF.....................................................................................................158

6.4.2. DISEÑO ESTRUCTURAL SEGÚN NTCDF................................................................................................................... 162

6.5 DISEÑO DE ZAPATAS CORRIDAS…………………………………………………………………………………………………166

6.5.1. REVISIÓN DEL ESFUERZO NORMAL ACTUANTE Y DISEÑO ESTRUCTURAL SEGÚN NTCDF..........................................166

6.6 DISEÑO DE CONTRATRABES………………………………………………………………………………………………………172

6.6.1. CÁLCULO DE LA RIGIDEZ DEL RESORTE................................................................................................................... 172

6.6.2 ANALISIS ESTRUCTURAL......................................................................................................................................... 173

8. REFERENCIA BIBLIOGRÁFICA………………………………………………………………………………………………………215

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1. INTRODUCCIÓN.

El cálculo estructural de la SUBESTACIÓN ELÉCTRICA se realizó con la información proporcionada por

el proyecto arquitectónico apropbado previamente por la supervisión de PEP, respetando las

dimensiones, elementos, fachadas, accesos y demás considerados en las diferentes áreas que

conforman a dicha estructura. Esta estructura representa una parte del proyecto denominado: “ADECUACIÓN Y AMPLIACIÓN DE INSTALACIONES DE SERVICIOS Y DE PRÁCTICAS EN EL CASES, E

INSTALACIONES DE LA REGIÓN MARINA SUROESTE EN LA TMDB”.

La presente memoria de cálculo cumple con los requerimientos establecidos por las normas de

construcción vigentes. El dimensionamiento y la resistencia de los materiales considerados para los

elementos estructurales diseñados que conforman al edificio proporcionan una rigidez y resistencia

requerida óptima para soportar las acciones más críticas que se presentaran durante la vida útil de la

estructura, teniendo siempre presente un diseño estructural económico.

2. OBJETIVOS.

a) Mostrar los criterios de análisis y diseño utilizados para la realización del cálculo estructural de

los diferentes elementos estructurales: losa, trabes, columnas, losa de cimentación, contratrabes

y demás, que componen la estructura de la SUBESTACIÓN ELÉCTRICA.

b) Cumplir con los estados límites de servicio y de resistencia que establecen los diferentes

reglamentos y normas de construcción vigentes como son: Reglamento de Construcciones

del Municipio del Centro del estado de Tabasco (RCMCT), INSTITUTO AMERICANO DEL

CONCRETO (ACI 318-05) y Manual de Diseño de Obras Civiles (MDOC) de la CFE.

3. ALCANCE.

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Esta memoria de cálculo contiene únicamente información que respalda y justifica el análisis y diseño

estructural de la SUBESTACIÓN ELÉCTRICA basado en la información contenida en los planos

arquitectónicos, informe del estudio de mecánica de suelos y bases de diseño, siendo documentos

revisados y aprobadospreviamente por la supervisión de PEP.

4. CONSIDERACIONES DE DISEÑO.

a) El diseño estructural de los elementos de concreto reforzado se realiza con base a los

requerimientos establecidos en el código ACI 318-05.

b) El análisis y diseño estructural de los elementos de concreto reforzado y acero estructural, se

realiza considerando la combinación más desfavorable entre las combinaciones que incluyen

acciones permanentes, variables y accidentales que tienen una probabilidad no despreciable de

ocurrir simultáneamente.

c) La resistencia a la compresión del concreto a los 28 días de colado utilizada en el análisis y

diseño estructural de los elementos de concreto reforzadoserá de f c'=250 kg/cm2

, con lo cual

se cumple con lo establecido en la sección 8.4.1.1. de la norma NRF-138-PEMEX-2006: “Diseño

de estructuras de concreto”

d) El acero de refuerzo utilizado en los elementos de concreto reforzado, consistirá de varillas

corrugadas con una resistencia a la fluencia de f y=4 ,200 kg/cm2, con lo cual se cumple con

lo establecido en la sección 8.4.4.3. de la norma NRF-138-PEMEX-2006: “Diseño de estructuras

de concreto”

5. SUBESTACIÓN ELÉCTRICA.

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La “SUBESTACIÓN ELÉCTRICA” para efecto de análisis y diseño se considera en un solo módulo. Su

estructuración consiste en un techo a cuatro aguas de losas macizas de concreto reforzado apoyadas

en su mayoría de columnas de dimensiones de 0.30m X 0.30m, trabes de 0.40m X 0.30m de concreto

reforzado. La cimentación para este módulo consiste en zapatas corridas rigidizadas por contratrabes.

FIGURA 5.1. PLANTA ARQUITECTONICA “SUBESTACIÓN ELÉCTRICA”.

6. CALCULO ESTRUCTURAL: “SUBESTACIÓN ELÉCTRICA”.

6.1. EVALUACIÓN DE CARGAS.

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6.1.1.CARGA MUERTA (CM).

El peso volumétrico de los diferentes materiales considerados en la evaluación de la carga muerta para

los diversos acabados que tiene el módulo 1: “Área de Ingenierizas”, se obtienen utilizando la “TABLA

DE CARGAS MUERTAS UNITARIAS DE DISEÑO” de la página 132 del Reglamento de Construcciones

del Municipio del Centro, estado de Tabasco (RCMCT).

LOSA DE AZOTEA

a) Peso propio de la losa considerándola maciza de concreto reforzado con un espesor de h=10.0 cm:

Peso volumétrico del concreto armado clase )I: =2,400 kg/m3

Espesor propuesto de la losa maciza: h =0.100 m

Carga actuando por peso propio de la losa: w = (2,400 kg/m3) (0.100 m) = 240.00 kg/m2.

b) Aplanado a base de mortero cemento arena con un espesor promedio propuesto de h=2.0 cm:

Peso volumétrico del mortero cemento arena: =2,000 kg/m3

Espesor promedio propuesto de aplanado: h =0.02 m

Carga actuando por entortado: w = (2,000 kg/m3) (0.02 m) = 40.00 kg/m2.

c) Entortado a base de mortero cemento arena con un espesor promedio de h=5.0 cm:

Peso volumétrico del mortero cemento arena: =2,000 kg/m3

Espesor promedio propuesto de aplanado: h =0.05 m

Carga actuando por entortado: w = (2,000 kg/m3) (0.05 m) = 100.00 kg/m2.

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d) Impermeabilizante manto impermeable prefabricado de 5 mm con acabado granular reforzado con fibra de vidrio:

Carga actuando por el sistema impermeable prefabricado: w = 15.00 kg/m2.

e) Instalaciones eléctricas y de aire acondicionado:

Carga actuando por instalaciones: w = 20.00 kg/m2.

f) Carga muerta adicional para pisos de concreto:

Según el artículo 202 del Reglamento de Construcciones del Municipio del Centro, estado de Tabasco

(RCMCT), se debe considerar un peso muerto adicional total de 40 kg/m2 en las losas de concreto de

peso normal. Este concepto y valor de carga muerta adicional para pisos de concreto también se

menciona y considera en la sección 5.1.2 de las Normas Técnicas Complementarias del Distrito Federal

sobre criterios y acciones para el diseño estructural de las edificaciones (NTCDF).

Carga muerta adicional para pisos de concreto: w = 40.00 kg/m2.

En resumen, finalmente se tiene que:

a) Peso propio de la losa maciza 240 kg / m2

b) Aplanado a base de mortero 40 kg / m2

c) Entortado a base de mortero 100 kg / m2

d) Impermeabilizante 15 kg / m2

e) Instalaciones 20 kg / m2

f) Carga muerta adicional 40 kg / m2

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CM TOTAL= 455 kg / m2

6.1.2. CARGA VIVA (CV).

NORMA NTCDF

La evaluación de la carga viva considerada en los elementos estructurales de concreto reforzado, se

realiza con base a lo establecido en Tabla 6.1 Cargas vivas unitarias, del capítulo 6 Cargas Variables de

las Normas Técnicas Complementarias del Distrito Federal sobre criterios y acciones para el diseño

estructural de las edificaciones (NTCDF).

Destino de piso o cubiertaCarga viva (kg/m2)

Aplica en la estructuraMediaCVMD

InstantáneaCVI

MáximaCVM

i) Azoteas con pendiente mayor de 5 % otras cubiertas, cualquier pendiente

5 20 40 Losa de azoteanivel +8.70m

6.1.3.CARGA DE SERVICIO (CS) Y FACTORIZADA (CF).

La carga de servicio y factorizada actuante en los elementos estructurales de concreto reforzado, se

evalúa con base a lo establecido por el Reglamento ACI 318-05 sobre criterios y acciones para el

diseño estructural de las edificaciones (NTCDF), mediante las siguientes expresiones:

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CONDICIONES DE CARGA COMBINACIONES DE CARGA

LOAD No. DESCRIPCIÓN 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

1 PESO PROPIO. 1.40 1.20 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9

2 CARGA MUERTA 1.40 1.20 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9

3 CARGA VIVA MÁXIMA

1.60

4 CARGA VIVA INSTANTÁNEA 1.00 1.0

0 1.00 1.00 1.00 1.00 1.00 1.00

7 SISMO EN X 1.00 1.00

-1.00

-1.00 0.33 0.33 -0.3 -0.3 1.00 1.00 -

1.00-

1.00 0.33 0.33 -0.3 -0.3

8 SISMO EN Z 0.33 -0.3 0.33 -0.3 1.00 -1.00 1.00

-1.00

0.33 -0.3 0.33 -0.3 1.00 -1.00 1.00 -

1.00

6.1.4.CARGA SÍSMICA (CSM)

Con base al Manual de Diseño de Obras Civiles (MDOC) de la CFE: Diseño por Sismo, y al programa

de diseño sísmico PRODISIS v2.0, se tienen los siguientes parámetros sísmicos a considerarse en la

evaluación de este tipo de caga accidental actuante en la estructura a base de marcos rígidos:

Clasificación de la estructura según su destino: Grupo B.

Clasificación de la construcción según su estructuración: Tipo 1.

Factor de comportamiento sísmico: Q=2.0

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Formulación para la evaluación de las ordenadas espectrales no reducidas:

Factor de reducción por ductilidad:

Factor de reducción por sobreresistencia

Factor por redundancia ρ

Se considera ρ= 1.25 debido a la configuración que presentan los marcos estructurales propuesto para el módulo: “SUBESTACIÓN ELÉCTRICA”.

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Ordenadas espectrales reducidas

Evaluación del espectro de diseño sísmico reducido:

a0= 0.148 g PPRODISISc= 0.501 g PPRODISIS

Ta = 0.269 s PPRODISISTb = 0.922 s PPRODISISe = 5 % PPRODISISK = 1.253 Ts<= 1.65 s 3.1.6.4 Y PRODISIS = 1 PRODISISr = 1 s 3.1.6

Tc = 2 s 3.1.6Q = 2 3.2.4Ro = 2 3.3.1.3 1.25 3.3.1.4

3.1.6 3.2.5 3.2.5 3.3.1.3 3.3.1.4 3.3.1.6Te C P Q' R C re

0.0 0.148 1.000 2.500 1.250 0.0470.1 0.325 1.130 2.146 1.250 0.107

0.269 0.501 1.261 2.000 1.250 0.1590.3 0.501 1.291 2.000 1.250 0.1550.4 0.501 1.388 2.000 1.250 0.1440.5 0.501 1.484 2.000 1.250 0.1350.6 0.501 1.581 2.000 1.250 0.1270.7 0.501 1.678 2.000 1.250 0.1190.8 0.501 1.775 2.000 1.250 0.113

0.922 0.501 1.893 2.000 1.250 0.1060.961 0.481 1.020 1.902 2.000 1.250 0.101

1.0 0.462 1.038 1.910 2.000 1.250 0.0971.1 0.420 1.075 1.926 2.000 1.250 0.087

0.385 1.104 1.939 2.000 1.250 0.079

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1.21.3 0.355 1.126 1.948 2.000 1.250 0.0731.4 0.330 1.143 1.955 2.000 1.250 0.0681.5 0.308 1.157 1.961 2.000 1.250 0.0631.6 0.289 1.169 1.966 2.000 1.250 0.0591.7 0.272 1.179 1.970 2.000 1.250 0.0551.8 0.257 1.187 1.973 2.000 1.250 0.0521.9 0.243 1.193 1.976 2.000 1.250 0.0492.0 0.231 1.199 1.978 2.000 1.250 0.0472.1 0.190 1.204 1.980 2.000 1.250 0.0382.2 0.158 1.209 1.982 2.000 1.250 0.0322.3 0.132 1.212 1.984 2.000 1.250 0.0272.4 0.111 1.216 1.985 2.000 1.250 0.0222.5 0.095 1.219 1.986 2.000 1.250 0.0192.6 0.081 1.221 1.987 2.000 1.250 0.0162.7 0.070 1.223 1.988 2.000 1.250 0.0142.8 0.060 1.226 1.989 2.000 1.250 0.0122.9 0.052 1.227 1.990 2.000 1.250 0.0113.0 0.046 1.229 1.990 2.000 1.250 0.0093.1 0.040 1.231 1.991 2.000 1.250 0.0083.2 0.035 1.232 1.992 2.000 1.250 0.007

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0.0 0.3 0.4 0.6 0.8 1.0 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.10.000

0.100

0.200

0.300

0.400

0.500

0.600

CC red

Espectro de diseño sísmico reducido y no reducido considerado en elanálisis y diseño estructural del módulo: SUBESTACIÓN ELÉCTRICA.

6.2. ANÁLISIS ESTRUCTURAL DE LA ESTRUCTURA RESISTENTE.

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El análisis estructural del Módulo: “Subestación eléctrica” se realiza mediante la aplicación del programa

estructural Staad Pro v8i, a continuación se presentan el archivo de datos de entrada y los resultados

obtenidos:

Vista de planta del modelo de análisis del módulo: “SUBESTACIÓN ELÉCTRICA” en el programa STAAD.Pro v8i.

Vista de alzado del modelo de análisis del módulo: “SUBESTACIÓN ELÉCTRICA” en el programa STAAD.Pro v8i.

ARCHIVO DE DATOS DE ENTRADA

STAAD SPACE DXF IMPORT OF SUBESTA23.DXF

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START JOB INFORMATIONENGINEER DATE 24-May-13END JOB INFORMATIONINPUT WIDTH 79UNIT METER KGJOINT COORDINATES 1 1.2841 0 -4.60432e-010 2 0 0 0 3 4.6841 0 -2.26464e-010 4 3.6231 0 2.47837e-011 6 1.2841 0 -4 7 3.6231 0 -4 8 4.6841 0 -4 9 8.0841 0 -4 10 11.4841 0 -4 13 8.0841 0 -5.10795e-010 19 -2.274e-013 0 -4 20 1.2841 0 -9 22 4.6841 0 -9 23 8.0841 0 -9 24 11.4841 0 -9 28 11.4841 0 -5.36033e-010 30 1.2841 4.66 -9 31 4.6841 4.66 -9 32 8.0841 4.66 -9 33 11.4841 4.66 -4 34 11.4841 4.66 -9 35 11.4841 4.66 -5.75938e-010 38 1.2841 4.66 -4.60432e-010 39 1.2841 4.66 -4 40 4.6841 4.66 -2.26464e-010 41 8.0841 4.66 0 42 5.7841 6.3 -4.5 43 6.9841 6.3 -4.5 44 5.29665 6.12235 -4 45 7.47711 6.12033 -4 47 4.6841 5.89911 -4 49 8.0841 5.89911 -4 57 4.6841 5.899 -5.6 59 4.684 5.86459 -3.29493 61 8.0841 5.89911 -5.6 63 8.05961 5.908 -3.41851 66 3.623 5.46125 -4 67 3.6241 4.66 -2.99407e-010 68 4.6841 5.89907 -4.53333 69 4.24874 5.74 -4.96356 70 4.12094 5.69384 -4.576 71 4.6841 5.89904 -5.06667 72 4.30912 5.76238 -5.43632 73 4.3441 5.7751 -5.94 74 3.8816 5.60659 -5.36752 75 3.7391 5.55468 -5.05061 76 3.95962 5.63501 -5.79052 77 4.0041 5.6512 -6.28 78 3.57972 5.49658 -5.68846 79 3.45669 5.45175 -5.41927 80 3.64362 5.51985 -6.07694 81 3.6641 5.5273 -6.62 82 3.33745 5.40829 -5.89957 83 3.2517 5.37704 -5.68787 84 3.37082 5.42044 -6.19636

85 3.33614 5.4078 -6.53257

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86 3.14767 5.33913 -6.03627 87 3.1279 5.33193 -5.85815 88 3.16567 5.34568 -6.27288 89 3.1727 5.34824 -6.47706 90 3.81291 5.5816 -4.4472 91 4.19839 5.72209 -4 92 3.49984 5.46749 -4.88812 93 3.25951 5.3799 -5.27467 94 3.08786 5.31734 -5.59843 95 2.9864 5.28036 -5.87009 96 2.96059 5.27095 -6.12802 97 2.97148 5.27492 -6.38775 98 3.01644 5.2913 -6.62138 99 3.13636 5.33499 -6.80084 100 3.3241 5.4034 -6.96 101 3.4346 5.44373 -4.40282 103 3.19226 5.3554 -4.82128 104 2.99916 5.28502 -5.21854 105 2.85929 5.23405 -5.58197 106 2.77357 5.2028 -5.91476 107 2.73966 5.19044 -6.23014 108 2.7449 5.19235 -6.53324 109 2.78604 5.20733 -6.8156 110 2.86929 5.23767 -7.06921 111 2.9841 5.2795 -7.3 112 3.0242 5.29416 -4.39599 114 2.8424 5.2279 -4.81115 115 2.6941 5.17385 -5.22176 116 2.58485 5.13403 -5.61619 117 2.51579 5.10886 -5.99253 118 2.48466 5.09751 -6.35404 119 2.48589 5.09796 -6.70191 120 2.51576 5.10884 -7.03328 121 2.57165 5.1292 -7.34556 122 2.6441 5.1556 -7.64 123 2.59773 5.13874 -4.40935 125 2.46769 5.09135 -4.83555 126 2.36032 5.05221 -5.26406 127 2.28025 5.02303 -5.68588 128 2.22859 5.0042 -6.09743 129 2.20388 4.99519 -6.49819 130 2.20299 4.99486 -6.88779 131 2.22257 5.00199 -7.26493 132 2.25867 5.01515 -7.62873 133 2.3041 5.0317 -7.98 134 2.16305 4.98033 -4.43444 136 2.07912 4.94974 -4.88102 137 2.00945 4.92434 -5.33133 138 1.9571 4.90526 -5.77938 139 1.92288 4.89279 -6.22196 140 1.90597 4.88662 -6.65771 141 1.90449 4.88608 -7.08582 142 1.91604 4.89029 -7.50558 143 1.93751 4.89811 -7.91674 144 1.9641 4.9078 -8.32 145 1.72449 4.82049 -4.4661 147 1.68346 4.80554 -4.93848 148 1.64931 4.7931 -5.41316 149 1.62351 4.78369 -5.88717 150 1.60648 4.77748 -6.35876 151 1.59787 4.77434 -6.82702

152 1.5968 4.77395 -7.29145

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214 7.59839 5.19104 -7.54286

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276 5.63558 6.1089 -5.02424

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341 4.30623 5.73075 -2.92883

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473 7.10516 5.18954 -1.44994

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535 10.5127 4.66 -4.11384e-010

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598 10.4563 5.03458 -2.08431

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321 178 181 179; 322 178 183 176; 323 167 182 81; 324 171 177 167;

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558 398 399 408 407; 559 399 400 409 408; 560 400 401 410 409;

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845 554 556 564 563; 846 556 559 565 564; 847 559 558 566 565;

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1113 743 742 748; 1114 733 729 722; 1115 710 709 715; 1116 708 661 660;

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1340 879 880 891 890; 1341 880 881 892 891; 1342 881 882 893 892;

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No. de documento:

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1343 882 883 894 893; 1344 883 884 895 894; 1345 884 885 896 895;1346 887 886 897 898; 1347 886 888 899 897; 1348 888 889 900 899;1349 889 890 901 900; 1350 890 891 902 901; 1351 891 892 903 902;1352 892 893 904 903; 1353 893 894 905 904; 1354 894 895 906 905;1355 895 896 907 906; 1356 898 897 908 909; 1357 897 899 910 908;1358 899 900 911 910; 1359 900 901 912 911; 1360 901 902 913 912;1361 902 903 914 913; 1362 903 904 915 914; 1363 904 905 916 915;1364 905 906 917 916; 1365 906 907 918 917; 1366 909 908 919 920;1367 908 910 921 919; 1368 910 911 922 921; 1369 911 912 923 922;1370 912 913 924 923; 1371 913 914 925 924; 1372 914 915 926 925;1373 915 916 927 926; 1374 916 917 928 927; 1375 917 918 929 928;1376 920 919 791 7; 1377 919 921 794 791; 1378 921 922 796 794;1379 922 923 798 796; 1380 923 924 800 798; 1381 924 925 802 800;1382 925 926 804 802; 1383 926 927 806 804; 1384 927 928 808 806;1385 928 929 66 808; 1387 13 930 931 932; 1389 930 933 934 931;1391 933 935 936 934; 1393 935 937 938 936; 1395 937 939 940 938;1397 939 941 942 940; 1399 941 943 944 942; 1401 943 945 946 944;1403 945 947 948 946; 1404 947 41 949 948; 1405 932 931 950 951;1406 931 934 952 950; 1407 934 936 953 952; 1408 936 938 954 953;1409 938 940 955 954; 1410 940 942 956 955; 1411 942 944 957 956;1412 944 946 958 957; 1413 946 948 959 958; 1414 948 949 960 959;1415 951 950 961 962; 1416 950 952 963 961; 1417 952 953 964 963;1418 953 954 965 964; 1419 954 955 966 965; 1420 955 956 967 966;1421 956 957 968 967; 1422 957 958 969 968; 1423 958 959 970 969;1424 959 960 971 970; 1425 962 961 972 973; 1426 961 963 974 972;1427 963 964 975 974; 1428 964 965 976 975; 1429 965 966 977 976;1430 966 967 978 977; 1431 967 968 979 978; 1432 968 969 980 979;1433 969 970 981 980; 1434 970 971 982 981; 1435 973 972 983 984;1436 972 974 985 983; 1437 974 975 986 985; 1438 975 976 987 986;1439 976 977 988 987; 1440 977 978 989 988; 1441 978 979 990 989;1442 979 980 991 990; 1443 980 981 992 991; 1444 981 982 993 992;1445 984 983 994 995; 1446 983 985 996 994; 1447 985 986 997 996;1448 986 987 998 997; 1449 987 988 999 998; 1450 988 989 1000 999;1451 989 990 1001 1000; 1452 990 991 1002 1001; 1453 991 992 1003 1002;1454 992 993 1004 1003; 1455 995 994 1005 1006; 1456 994 996 1007 1005;1457 996 997 1008 1007; 1458 997 998 1009 1008; 1459 998 999 1010 1009;1460 999 1000 1011 1010; 1461 1000 1001 1012 1011; 1462 1001 1002 1013 1012;1463 1002 1003 1014 1013; 1464 1003 1004 1015 1014; 1466 1006 1005 1016 9;1468 1005 1007 1017 1016; 1470 1007 1008 1018 1017; 1472 1008 1009 1019 1018;1474 1009 1010 1020 1019; 1476 1010 1011 1021 1020; 1478 1011 1012 1022 1021;1480 1012 1013 1023 1022; 1482 1013 1014 1024 1023; 1483 1014 1015 49 1024;1485 1 1025 1026 1027; 1487 1025 1028 1029 1026; 1489 1028 1030 1031 1029;1491 1030 1032 1033 1031; 1493 1032 1034 1035 1033; 1495 1034 1036 1037 1035;1497 1036 1038 1039 1037; 1499 1038 1040 1041 1039; 1501 1040 1042 1043 1041;1503 1027 1026 1045 1046; 1504 1026 1029 1047 1045; 1505 1029 1031 1048 1047;1506 1031 1033 1049 1048; 1507 1033 1035 1050 1049; 1508 1035 1037 1051 1050;1509 1037 1039 1052 1051; 1510 1039 1041 1053 1052; 1511 1041 1043 1054 1053;1513 1046 1045 1056 2; 1514 1045 1047 1057 1056; 1515 1047 1048 1058 1057;1516 1048 1049 1059 1058; 1517 1049 1050 1060 1059; 1518 1050 1051 1061 1060;1519 1051 1052 1062 1061; 1520 1052 1053 1063 1062; 1521 1053 1054 1064 1063;1568 1076 1075 1114 1071; 1569 1075 1078 1115 1114; 1570 1078 1080 1116 1115;1571 1080 1082 1117 1116; 1572 1082 1084 1118 1117; 1573 1084 1086 1119 1118;1574 1086 1088 1120 1119; 1575 1088 1090 1121 1120; 1576 1090 1092 1122 1121;1577 1092 1094 1123 1122; 1578 1094 1096 1124 1123; 1579 1096 1098 1125 1124;1580 1098 1100 1126 1125; 1581 1100 1102 1127 1126; 1582 1102 1104 1128 1127;1583 1104 1106 1129 1128; 1584 1106 1108 1130 1129; 1585 1108 1110 1131 1130;1586 1110 1112 1132 1131; 1588 35 1133 1134 623; 1589 1133 1065 1135 1134;1590 623 1134 1136 622; 1591 1134 1135 1137 1136; 1592 622 1136 1138 621;1593 1136 1137 1139 1138; 1594 621 1138 1140 620; 1595 1138 1139 1141 1140;1596 620 1140 1142 619; 1597 1140 1141 1143 1142; 1598 619 1142 1144 618;1599 1142 1143 1145 1144; 1600 618 1144 1146 617; 1601 1144 1145 1147 1146;

1602 617 1146 1148 33; 1603 1146 1147 1149 1148; 1604 33 1148 1150 707;

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No. de documento:

MC-836.097-F-023

1605 1148 1149 1151 1150; 1606 707 1150 1152 748; 1607 1150 1151 1153 1152;1608 748 1152 1154 744; 1609 1152 1153 1155 1154; 1610 744 1154 1156 750;1611 1154 1155 1157 1156; 1612 750 1156 1158 749; 1613 1156 1157 1159 1158;1614 749 1158 1160 746; 1615 1158 1159 1161 1160; 1616 746 1160 1162 747;1617 1160 1161 1163 1162; 1618 747 1162 1164 726; 1619 1162 1163 1165 1164;1620 726 1164 1166 730; 1621 1164 1165 1167 1166; 1622 730 1166 1168 34;1623 1166 1167 1067 1168; 1624 1055 1169 1170 1171; 1625 1169 38 412 1170;1626 1171 1170 1172 1173; 1627 1170 412 413 1172; 1628 1173 1172 1174 1175;1629 1172 413 414 1174; 1630 1175 1174 1176 1177; 1631 1174 414 415 1176;1632 1177 1176 1178 1179; 1633 1176 415 416 1178; 1634 1179 1178 1180 1181;1635 1178 416 417 1180; 1636 1181 1180 1182 1183; 1637 1180 417 418 1182;1638 1183 1182 1184 1185; 1639 1182 418 39 1184; 1640 1185 1184 1186 1187;1641 1184 39 156 1186; 1642 1187 1186 1188 1189; 1643 1186 156 157 1188;1644 1189 1188 1190 1191; 1645 1188 157 158 1190; 1646 1191 1190 1192 1193;1647 1190 158 159 1192; 1648 1193 1192 1194 1195; 1649 1192 159 160 1194;1650 1195 1194 1196 1197; 1651 1194 160 161 1196; 1652 1197 1196 1198 1199;1653 1196 161 162 1198; 1654 1199 1198 1200 1201; 1655 1198 162 163 1200;1656 1201 1200 1202 1203; 1657 1200 163 164 1202; 1658 1203 1202 1204 1068;1659 1202 164 30 1204; 1662 1205 1073 1208 1206; 1665 1206 1208 1211 1209;1668 1209 1211 1214 1212; 1671 1212 1214 1217 1215; 1674 1215 1217 1220 1218;1677 1218 1220 1223 1221; 1683 1224 1226 1229 1227; 1686 1227 1229 1232 1230;1689 1230 1232 1235 1233; 1692 1233 1235 1238 1236; 1695 1236 1238 1241 1239;1698 1239 1241 1244 1242; 1701 1242 1244 1247 1245; 1704 1245 1247 1250 1248;1707 1248 1250 1253 1251; 1710 1251 1253 1256 1254; 1713 1254 1256 1259 1257;1716 1257 1259 1262 1260; 1718 1260 1262 1072 1263; 1719 769 768 39 1184;1720 780 769 1184 1185; 1721 1043 1042 38 1169; 1722 1054 1043 1169 1055;1730 1204 30 1268; 1731 1268 30 1076; 1732 1068 1267 1266; 1733 1267 1071 1266;1734 1267 1268 1076 1071; 1735 1068 1204 1268 1267; 1736 186 1075 1076 30;1737 191 1078 1075 186; 1738 203 1080 1078 191; 1739 202 1082 1080 203;1740 201 1084 1082 202; 1741 195 1086 1084 201; 1742 31 1088 1086 195;1743 259 1090 1088 31; 1744 251 1092 1090 259; 1745 243 1094 1092 251;1746 235 1096 1094 243; 1747 227 1098 1096 235; 1748 219 1100 1098 227;1749 32 1102 1100 219; 1750 647 1104 1102 32; 1751 665 1106 1104 647;1752 667 1108 1106 665; 1753 659 1110 1108 667; 1754 657 1112 1110 659;1764 1168 1272 34; 1765 1272 1113 34; 1766 1273 1271 1070; 1767 1067 1271 1273;1768 1168 1067 1273 1272; 1769 1272 1273 1070 1113; 1778 1072 1278 1277 1263;1779 1278 1065 1133 1277; 1780 1263 1277 35; 1781 1277 1133 35;1782 1072 1276 1278; 1783 1276 1065 1278; 1784 1263 35 516 1260;1785 1260 516 535 1257; 1788 1257 535 545 1254; 1789 1254 545 544 1251;1790 1251 544 541 1248; 1794 1239 459 471 1236; 1795 1236 471 478 1233;1796 1233 478 485 1230; 1797 1230 485 492 1227; 1798 1227 492 499 1224;1801 1248 541 538 1245; 1802 1245 538 41 1242; 1803 1242 41 459 1239;1804 1206 450 38 1205; 1805 1209 451 450 1206; 1806 1212 449 451 1209;1807 1215 428 449 1212; 1809 1218 456 428 1215; 1818 1282 1283 1169 1055;1819 1282 1073 1205 1283; 1820 1281 1282 1055; 1821 1281 1073 1282;1822 1205 38 1283; 1823 1283 38 1169; 1832 1218 1221 440 456;1833 1221 1284 40 440; 1834 1223 1285 1284 1221; 1835 1285 1226 1224 1284;1836 1284 1224 499 40; 1838 657 655 1286 1112; 1839 655 34 1113 1286;1840 1112 1286 1287 1132; 1841 1286 1113 1070 1287; 1886 365 356 91;1887 356 47 91;ELEMENT PROPERTY1202 1204 1206 1208 1210 1212 1214 1216 1218 1220 TO 1228 1230 TO 1238 1240 -1241 TO 1248 1250 TO 1259 1261 TO 1270 1272 TO 1281 1283 TO 1293 1306 TO 1385 -1387 1389 1391 1393 1395 1397 1399 1401 1403 TO 1464 1466 1468 1470 1472 -1474 1476 1478 1480 1482 1483 1485 1487 1489 1491 1493 1495 1497 1499 1501 -1503 TO 1511 1513 TO 1521 1719 TO 1722 THICKNESS 0.2144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -

404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -

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No. de documento:

MC-836.097-F-023

457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 1886 THICKNESS 0.11887 THICKNESS 0.1931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 THICKNESS 0.1DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.21467e+009POISSON 0.17DENSITY 2402.62ALPHA 1e-005DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY AMERICAN25 TO 30 33 TO 36 126 127 1201 1203 1205 1207 1209 1211 1213 1215 1386 1388 -1390 1392 1394 1396 1398 1400 1465 1467 1469 1471 1473 1475 1477 1479 1481 -1484 1486 1488 1490 1492 1494 1496 1498 1500 PRIS YD 0.3 ZD 0.3MEMBER PROPERTY AMERICAN37 40 43 TO 46 51 TO 53 55 62 83 TO 85 91 92 95 96 100 102 107 108 146 150 -154 171 182 193 204 215 226 228 230 232 234 236 238 240 242 244 249 252 254 -277 292 299 339 341 343 345 347 349 400 402 408 415 417 424 433 436 482 489 -499 508 517 526 535 544 553 562 564 566 568 570 572 574 585 592 594 596 616 -619 626 671 674 676 678 680 682 738 739 745 751 757 763 768 775 776 780 842 -851 860 869 878 887 896 905 907 909 911 913 915 917 923 924 929 946 948 949 -953 959 963 966 968 975 1070 1081 1084 1101 1107 1108 1112 1125 1128 1199 -1200 1217 1249 1260 1271 1282 1402 1523 1524 1727 TO 1729 1761 TO 1763 1770 -1775 TO 1777 1786 1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 1876 TO 1884 -1885 PRIS YD 0.4 ZD 0.3CONSTANTSMATERIAL CONCRETE ALLSUPPORTS1 3 6 8 TO 10 13 20 22 TO 24 28 FIXED2 4 7 19 753 772 793 812 823 834 846 865 876 887 898 909 920 932 951 962 973 -984 995 1006 1027 1046 PINNEDLOAD 1 LOADTYPE Dead TITLE PESO PROPIOSELFWEIGHT Y -1 LIST 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 144 TO 172 174 TO 183 185 TO 194 196 -197 TO 205 207 TO 216 218 TO 228 230 TO 261 263 TO 265 267 TO 270 272 TO 280 -282 TO 287 290 TO 350 352 TO 358 360 TO 366 368 TO 374 376 TO 382 -384 TO 390 392 TO 454 457 TO 461 464 TO 468 470 TO 475 477 478 480 TO 496 -499 TO 506 508 TO 515 517 TO 524 526 TO 533 535 TO 542 544 TO 551 -553 TO 560 562 TO 575 583 TO 588 590 TO 599 601 TO 608 610 612 614 TO 632 -634 TO 671 673 TO 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 -718 TO 754 756 TO 759 761 TO 764 766 TO 770 773 TO 828 830 831 836 TO 939 -941 TO 950 952 TO 955 957 TO 971 973 TO 979 981 TO 1019 1025 TO 1038 1041 -1042 TO 1218 1220 TO 1228 1230 TO 1238 1240 TO 1501 1503 TO 1511 1513 TO 1521 -1523 1524 1568 TO 1586 1588 TO 1659 1662 1665 1668 1671 1674 1677 1683 1686 -1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 1718 TO 1722 1727 TO 1754 -1761 TO 1770 1775 TO 1790 1794 TO 1798 1801 TO 1807 1809 1815 TO 1823 1825 -

1826 TO 1829 1832 TO 1836 1838 TO 1872 1876 TO 1885

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No. de documento:

MC-836.097-F-023

LOAD 2 LOADTYPE Dead TITLE CARGA MUERTAELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR -215931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR -215LOAD 3 LOADTYPE Live TITLE CVMELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR -40931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR -40LOAD 4 LOADTYPE Live TITLE CVRELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -

740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -

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No. de documento:

MC-836.097-F-023

773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR -20931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR -20LOAD 5 LOADTYPE Live TITLE SX*PESO PROPIO*SELFWEIGHT X 1 LIST 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 144 TO 172 174 TO 183 185 TO 194 196 -197 TO 205 207 TO 216 218 TO 228 230 TO 261 263 TO 265 267 TO 270 272 TO 280 -282 TO 287 290 TO 350 352 TO 358 360 TO 366 368 TO 374 376 TO 382 -384 TO 390 392 TO 454 457 TO 461 464 TO 468 470 TO 475 477 478 480 TO 496 -499 TO 506 508 TO 515 517 TO 524 526 TO 533 535 TO 542 544 TO 551 -553 TO 560 562 TO 575 583 TO 588 590 TO 599 601 TO 608 610 612 614 TO 632 -634 TO 671 673 TO 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 -718 TO 754 756 TO 759 761 TO 764 766 TO 770 773 TO 828 830 831 836 TO 939 -941 TO 950 952 TO 955 957 TO 971 973 TO 979 981 TO 1019 1025 TO 1038 1041 -1042 TO 1218 1220 TO 1228 1230 TO 1238 1240 TO 1501 1503 TO 1511 1513 TO 1521 -1523 1524 1568 TO 1586 1588 TO 1659 1662 1665 1668 1671 1674 1677 1683 1686 -1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 1718 TO 1722 1727 TO 1754 -1761 TO 1770 1775 TO 1790 1794 TO 1798 1801 TO 1807 1809 1815 TO 1823 1825 -1826 TO 1829 1832 TO 1836 1838 TO 1872 1876 TO 1885SELFWEIGHT Z 1 LIST 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 144 TO 172 174 TO 183 185 TO 194 196 -197 TO 205 207 TO 216 218 TO 228 230 TO 261 263 TO 265 267 TO 270 272 TO 280 -282 TO 287 290 TO 350 352 TO 358 360 TO 366 368 TO 374 376 TO 382 -384 TO 390 392 TO 454 457 TO 461 464 TO 468 470 TO 475 477 478 480 TO 496 -499 TO 506 508 TO 515 517 TO 524 526 TO 533 535 TO 542 544 TO 551 -553 TO 560 562 TO 575*CARGA MUERTA*ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GX 215931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GX 215ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -

245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -

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278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GZ 215931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GZ 215*CVM*ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GX 40931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GX 40ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GZ 40931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -

1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -

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1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GZ 40*CVR*ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GX 20931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GX 20ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GZ 20931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GZ 20SPECTRUM SRSS X 1 ACC SCALE 9.81 DAMP 0.05 LIN SAVE0 0.047; 0.1 0.107; 0.269 0.159; 0.3 0.155; 0.4 0.144; 0.5 0.135; 0.6 0.127;0.7 0.119; 0.8 0.113; 0.922 0.1; 0.961 0.101; 1 0.097; 1.1 0.087; 1.2 0.079;1.3 0.073; 1.4 0.068; 1.5 0.063; 1.6 0.0569; 1.7 0.055; 1.8 0.052; 1.9 0.049;2 0.047; 2.1 0.038; 2.2 0.032; 2.3 0.027; 2.4 0.022; 2.5 0.019; 2.6 0.016;2.7 0.014; 2.8 0.012; 2.9 0.011; 3 0.009; 3.1 0.008; 3.2 0.007;LOAD 6 LOADTYPE Seismic TITLE SISMO ZSPECTRUM SRSS Z 1 ACC SCALE 9.81 DAMP 0.05 LIN SAVE0 0.047; 0.1 0.107; 0.269 0.159; 0.3 0.155; 0.4 0.144; 0.5 0.135; 0.6 0.127;0.7 0.119; 0.8 0.113; 0.922 0.1; 0.961 0.101; 1 0.097; 1.1 0.087; 1.2 0.079;

1.3 0.073; 1.4 0.068; 1.5 0.063; 1.6 0.0569; 1.7 0.055; 1.8 0.052; 1.9 0.049;

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2 0.047; 2.1 0.038; 2.2 0.032; 2.3 0.027; 2.4 0.022; 2.5 0.019; 2.6 0.016;2.7 0.014; 2.8 0.012; 2.9 0.011; 3 0.009; 3.1 0.008; 3.2 0.007;LOAD COMB 7 1.4PP+1.4CM1 1.4 2 1.4 LOAD COMB 8 1.2PP+1.2CM+1.6CVM1 1.2 2 1.2 4 1.6 LOAD COMB 9 1.2PP+1.2CM+1.0CVI+1.0SX+0.33SZ1 1.2 2 1.2 4 1.0 5 1.0 6 0.33 LOAD COMB 10 1.2PP+1.2CM+1.0CVI+1.0SX-0.33SZ1 1.2 2 1.2 4 1.0 5 1.0 6 -0.33 LOAD COMB 11 1.2PP+1.2CM+1.0CVI-1.0SX+0.33SZ1 1.2 2 1.2 4 1.0 5 -1.0 6 0.33 LOAD COMB 12 1.2PP+1.2CM+1.0CVI-1.0SX-0.33SZ1 1.2 2 1.2 4 1.0 5 -1.0 6 -0.33 LOAD COMB 13 1.2PP+1.2CM+1.0CVI+0.33SX+1.0SZ1 1.2 2 1.2 4 1.0 5 0.33 6 1.0 LOAD COMB 14 1.2PP+1.2CM+1.0CVI+0.33SX-1.0SZ1 1.2 2 1.2 4 1.0 5 0.33 6 -1.1 LOAD COMB 15 1.2PP+1.2CM+1.0CVI-0.33SX+1.1SZ1 1.2 2 1.2 4 1.0 5 -0.33 6 1.1 LOAD COMB 16 1.2PP+1.2CM+1.0CVI-0.33SX-1.1SZ1 1.2 2 1.2 4 1.0 5 -0.33 6 -1.1 LOAD COMB 17 0.9PP+0.9CM+1.0SX+0.33SZ1 0.9 2 0.9 5 1.0 6 0.33 LOAD COMB 18 0.9PP+0.9CM+1.0SX-0.33SZ1 0.9 2 0.9 5 1.0 6 -0.33 LOAD COMB 19 0.9PP+0.9CM-1.0SX+0.33SZ1 0.9 2 0.9 5 -1.0 6 0.33 LOAD COMB 20 0.9PP+0.9CM-1.0SX-0.33SZ1 0.9 2 0.9 5 -1.0 6 -0.33 LOAD COMB 21 0.9PP+0.9CM+0.33SX+1.0SZ1 0.9 2 0.9 5 0.33 6 1.0 LOAD COMB 22 0.9PP+0.9CM+0.33SX-1.0SZ1 0.9 2 0.9 5 0.33 6 -1.0 LOAD COMB 23 0.9PP+0.9CM-0.33SX+1.0SZ1 0.9 2 0.9 5 -0.33 6 1.0 LOAD COMB 24 0.9PP+0.9CM-0.33SX-1.0SX1 0.9 2 0.9 5 -0.33 6 -1.0 PERFORM ANALYSIS PRINT ALLSTART CONCRETE DESIGNCODE ACIFC 2.5e+006 MEMB 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 91 -92 95 96 100 102 107 108 126 127 146 150 154 171 182 193 204 215 226 228 -230 232 234 236 238 240 242 244 249 252 254 277 292 299 339 341 343 345 347 -349 400 402 408 415 417 424 433 436 482 489 499 508 517 526 535 544 553 562 -564 566 568 570 572 574 585 592 594 596 616 619 626 671 674 676 678 680 682 -738 739 745 751 757 763 768 775 776 780 842 851 860 869 878 887 896 905 907 -909 911 913 915 917 923 924 929 946 948 949 953 959 963 966 968 975 1070 -1081 1084 1101 1107 1108 1112 1125 1128 1199 TO 1201 1203 1205 1207 1209 -1211 1213 1215 1217 1249 1260 1271 1282 1386 1388 1390 1392 1394 1396 1398 -1400 1402 1465 1467 1469 1471 1473 1475 1477 1479 1481 1484 1486 1488 1490 -1492 1494 1496 1498 1500 1523 1524 1727 TO 1729 1761 TO 1763 1770 -1775 TO 1777 1786 1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 1876 TO 1885FYMAIN 4.2e+007 MEMB 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 146 150 154 171 182 193 204 215 226 228 -230 232 234 236 238 240 242 244 249 252 254 277 292 299 339 341 343 345 347 -349 400 402 408 415 417 424 433 436 482 489 499 508 517 526 535 544 553 562 -564 566 568 570 572 574 585 592 594 596 616 619 626 671 674 676 678 680 682 -738 739 745 751 757 763 768 775 776 780 842 851 860 869 878 887 896 905 907 -909 911 913 915 917 923 924 929 946 948 949 953 959 963 966 968 975 1070 -1081 1084 1101 1107 1108 1112 1125 1128 1199 TO 1201 1203 1205 1207 1209 -

1211 1213 1215 1217 1249 1260 1271 1282 1386 1388 1390 1392 1394 1396 1398 -

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1400 1402 1465 1467 1469 1471 1473 1475 1477 1479 1481 1484 1486 1488 1490 -1492 1494 1496 1498 1500 1523 1524 1727 TO 1729 1761 TO 1763 1770 -1775 TO 1777 1786 1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 1876 TO 1885FYSEC 4.2e+007 ALLTRACK 0 ALLDESIGN COLUMN 25 TO 30 33 TO 36 126 127 1201 1203 1205 1207 1209 1211 1213 -1215 1386 1388 1390 1392 1394 1396 1398 1400 1465 1467 1469 1471 1473 1475 -1484 1486 1488 1490 1492 1494 1496 1498DESIGN BEAM 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 91 92 95 96 100 102 107 -108 146 150 154 171 182 193 204 215 226 228 230 232 234 236 238 240 242 244 -249 252 254 277 292 299 339 341 343 345 347 349 400 402 408 415 417 424 433 -436 482 489 499 508 517 526 535 544 553 562 564 566 568 570 572 574 585 592 -594 596 616 619 626 671 674 676 678 680 682 738 739 745 751 757 763 768 775 -776 780 842 851 860 869 878 887 896 905 907 909 911 913 915 917 923 924 929 -946 948 949 953 959 963 966 968 975 1070 1081 1084 1101 1107 1108 1112 1125 -1128 1199 1200 1249 1260 1271 1282 1402 1523 1524 1727 TO 1729 1761 TO 1763 -1770 1775 TO 1777 1786 1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 -1876 TO 1885END CONCRETE DESIGN

RESPONSE LOAD CASE 5 SRSS MODAL COMBINATION METHOD USED. DYNAMIC WEIGHT X Y Z 1.387019E+05 0.000000E+00 6.412558E+04 KG MISSING WEIGHT X Y Z -1.032487E+04 0.000000E+00 -9.636928E+02 KG MODAL WEIGHT X Y Z 1.283770E+05 0.000000E+00 6.316188E+04 KG MODE ACCELERATION-G DAMPING ---- -------------- ------- 1 0.11993 0.05000 2 0.10689 0.05000 3 0.08373 0.05000 4 0.08265 0.05000 5 0.07806 0.05000 6 0.06730 0.05000 DXF IMPORT OF SUBESTA23.DXF -- PAGE NO. 217

MODAL BASE ACTIONS FORCES IN KG LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 1 0.142 4025.34 0.00 -347.64 -1745.49 -40883.42 -20080.57 2 0.100 9683.01 0.00 -1242.12 -6317.85 -9449.46 -44995.56 3 0.062 99.15 0.00 401.51 2041.28 -2692.32 -57.54 4 0.060 218.39 0.00 851.62 4330.54 -5610.54 -1259.64 5 0.052 17.01 0.00 -49.16 -250.42 241.17 155.61 6 0.034 11.98 0.00 -1.05 -5.48 26.05 23.97

MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KG

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-------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 1 24.20 0.00 0.39 24.198 0.000 0.390 4025.34 0.00 0.00 2 65.31 0.00 2.32 89.512 0.000 2.715 9683.01 0.00 0.00 3 0.85 0.00 30.28 90.366 0.000 32.996 99.15 0.00 0.00 4 1.91 0.00 62.66 92.271 0.000 95.656 218.39 0.00 0.00 5 0.16 0.00 2.84 92.428 0.000 98.495 17.01 0.00 0.00 6 0.13 0.00 0.00 92.556 0.000 98.497 11.98 0.00 0.00 --------------------------- TOTAL SRSS SHEAR 10489.13 0.00 0.00 TOTAL 10PCT SHEAR 10491.20 0.00 0.00 TOTAL ABS SHEAR 14054.87 0.00 0.00

RESPONSE LOAD CASE 6 SRSS MODAL COMBINATION METHOD USED. DYNAMIC WEIGHT X Y Z 1.387019E+05 0.000000E+00 6.412558E+04 KG MISSING WEIGHT X Y Z -1.032487E+04 0.000000E+00 -9.636928E+02 KG MODAL WEIGHT X Y Z 1.283770E+05 0.000000E+00 6.316188E+04 KG MODE ACCELERATION-G DAMPING ---- -------------- ------- 1 0.11993 0.05000 2 0.10689 0.05000 3 0.08373 0.05000 4 0.08265 0.05000 5 0.07806 0.05000 DXF IMPORT OF SUBESTA23.DXF -- PAGE NO. 218

MODE ACCELERATION-G DAMPING ---- -------------- ------- 6 0.06730 0.05000 MODAL BASE ACTIONS FORCES IN KG LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 1 0.142 -347.64 0.00 30.02 150.75 3530.86 1734.24

2 0.100 -1242.12 0.00 159.34 810.44 1212.16 5771.95

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3 0.062 401.51 0.00 1625.90 8266.04 -10902.35 -232.99 4 0.060 851.62 0.00 3320.99 16887.36 -21878.82 -4912.07 5 0.052 -49.16 0.00 142.09 723.83 -697.07 -449.78 6 0.034 -1.05 0.00 0.09 0.48 -2.28 -2.10 MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KG -------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 1 24.20 0.00 0.39 24.198 0.000 0.390 0.00 0.00 30.02 2 65.31 0.00 2.32 89.512 0.000 2.715 0.00 0.00 159.34 3 0.85 0.00 30.28 90.366 0.000 32.996 0.00 0.00 1625.90 4 1.91 0.00 62.66 92.271 0.000 95.656 0.00 0.00 3320.99 5 0.16 0.00 2.84 92.428 0.000 98.495 0.00 0.00 142.09 6 0.13 0.00 0.00 92.556 0.000 98.497 0.00 0.00 0.09 --------------------------- TOTAL SRSS SHEAR 0.00 0.00 3703.91 TOTAL 10PCT SHEAR 0.00 0.00 4951.58 TOTAL ABS SHEAR 0.00 0.00 5278.42

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1 LOADTYPE DEAD TITLE PESO PROPIO CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = -0.852512088E+01 Y = 0.500877894E+01 Z = -0.324623376E+02

RESULTADOS DEL DISEÑO

DESPLAZAMIENTOS EN LOS NODOS

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Node L/C X-Trans mm Y-Trans mm Z-Trans mm Absolute mmX-Rotan rad Y-Rotan rad Z-Rotan rad30 7 0.1 -0.276 -0.066 0.301 0 0 0

8 0.09 -0.244 -0.059 0.267 0 0 09 0.601 -0.226 0.295 0.707 0 0 0

10 0.572 -0.227 0.255 0.666 0 0 011 -0.395 -0.255 -0.372 0.599 0 0 012 -0.424 -0.256 -0.412 0.645 0 0 013 0.297 -0.235 0.113 0.395 0 0 014 0.205 -0.238 -0.016 0.314 0 0 015 -0.027 -0.244 -0.101 0.266 0 0 016 -0.124 -0.248 -0.236 0.364 0 0 017 0.577 -0.162 0.311 0.675 0 0 018 0.548 -0.163 0.271 0.632 0 0 019 -0.419 -0.191 -0.356 0.582 0 0 020 -0.448 -0.192 -0.396 0.629 0 0 021 0.273 -0.171 0.129 0.347 0 0 022 0.185 -0.174 0.006 0.254 0 0 023 -0.056 -0.18 -0.091 0.21 0 0 024 -0.144 -0.184 -0.214 0.317 0 0 0

31 7 0.138 -0.228 -0.373 0.459 0 0 08 0.124 -0.203 -0.329 0.406 0 0 09 0.638 -0.197 -0.189 0.694 0 0 0

10 0.609 -0.198 -0.226 0.679 0 0 011 -0.366 -0.202 -0.425 0.596 0 0 012 -0.395 -0.204 -0.463 0.642 0 0 013 0.332 -0.197 -0.23 0.449 0 0 014 0.239 -0.202 -0.349 0.469 0 0 015 0.005 -0.198 -0.302 0.361 0 0 016 -0.093 -0.204 -0.428 0.483 0 0 017 0.605 -0.143 -0.103 0.631 0 0 018 0.576 -0.145 -0.14 0.61 0 0 019 -0.399 -0.149 -0.339 0.544 0 0 020 -0.428 -0.15 -0.377 0.59 0 0 021 0.299 -0.143 -0.144 0.361 0 0 022 0.21 -0.148 -0.258 0.364 0 0 023 -0.033 -0.145 -0.222 0.267 0 0 024 -0.121 -0.15 -0.336 0.388 0 0 0

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32 7 0.17 -0.226 -0.414 0.502 0 0 08 0.152 -0.201 -0.365 0.444 0 0 09 0.669 -0.197 -0.16 0.715 0 0 0

10 0.64 -0.198 -0.2 0.699 0 0 011 -0.34 -0.199 -0.523 0.654 0 0 012 -0.369 -0.2 -0.562 0.702 0 0 013 0.361 -0.196 -0.242 0.476 0 0 014 0.267 -0.2 -0.367 0.496 0 0 015 0.032 -0.197 -0.355 0.407 0 0 016 -0.066 -0.201 -0.487 0.531 0 0 017 0.629 -0.144 -0.065 0.648 0 0 018 0.599 -0.145 -0.105 0.625 0 0 019 -0.38 -0.146 -0.428 0.591 0 0 020 -0.41 -0.147 -0.467 0.639 0 0 021 0.321 -0.143 -0.147 0.381 0 0 022 0.231 -0.147 -0.266 0.382 0 0 023 -0.012 -0.144 -0.266 0.303 0 0 024 -0.102 -0.148 -0.386 0.426 0 0 0

33 7 0.369 -0.255 -0.152 0.474 0 0 08 0.325 -0.228 -0.133 0.418 0 0 09 0.591 -0.218 0.304 0.7 0 0 0

10 0.571 -0.219 0.26 0.664 0 0 011 0.073 -0.229 -0.524 0.577 0 0 012 0.052 -0.23 -0.568 0.615 0 0 013 0.439 -0.221 0.071 0.496 0 0 014 0.373 -0.224 -0.069 0.44 0 0 015 0.271 -0.225 -0.195 0.402 0 0 016 0.202 -0.228 -0.342 0.458 0 0 017 0.507 -0.158 0.338 0.629 0 0 018 0.486 -0.159 0.294 0.59 0 0 019 -0.012 -0.169 -0.49 0.519 0 0 020 -0.032 -0.17 -0.534 0.561 0 0 021 0.354 -0.161 0.105 0.403 0 0 022 0.291 -0.163 -0.028 0.335 0 0 023 0.183 -0.165 -0.168 0.298 0 0 024 0.12 -0.167 -0.301 0.365 0 0 0

34 7 0.207 -0.276 -0.195 0.396 0.001 0 08 0.184 -0.244 -0.17 0.35 0 0 09 0.701 -0.236 0.272 0.788 0 0 0

10 0.671 -0.236 0.227 0.747 0 0 011 -0.308 -0.246 -0.566 0.689 0 0 012 -0.337 -0.246 -0.611 0.74 0 0 013 0.393 -0.238 0.037 0.461 0 0 0

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34 14 0.299 -0.241 -0.106 0.398 0 0 015 0.064 -0.241 -0.233 0.341 0 0 016 -0.034 -0.244 -0.382 0.455 0 0 017 0.652 -0.172 0.316 0.745 0 0 018 0.623 -0.173 0.271 0.701 0 0 019 -0.357 -0.182 -0.522 0.658 0 0 020 -0.386 -0.183 -0.567 0.71 0 0 021 0.344 -0.174 0.081 0.394 0 0 022 0.255 -0.177 -0.055 0.315 0 0 023 0.011 -0.177 -0.196 0.264 0 0 024 -0.078 -0.18 -0.332 0.385 0 0 0

35 7 0.289 -0.198 -0.136 0.376 0 0 08 0.254 -0.175 -0.119 0.331 0 0 09 0.623 -0.164 0.313 0.716 0 0 0

10 0.592 -0.167 0.27 0.672 0 0 011 -0.088 -0.18 -0.506 0.544 0 0 012 -0.119 -0.182 -0.549 0.591 0 0 013 0.416 -0.167 0.082 0.455 0 0 014 0.318 -0.175 -0.054 0.367 0 0 015 0.186 -0.172 -0.182 0.311 0 0 016 0.083 -0.18 -0.325 0.38 0 0 017 0.557 -0.119 0.344 0.665 0 0 018 0.526 -0.121 0.301 0.618 0 0 019 -0.154 -0.134 -0.476 0.518 0 0 020 -0.185 -0.136 -0.519 0.567 0 0 021 0.35 -0.121 0.113 0.387 0 0 022 0.257 -0.128 -0.017 0.287 0 0 023 0.115 -0.126 -0.158 0.232 0 0 024 0.022 -0.133 -0.288 0.318 0 0 0

38 7 0.255 -0.11 0.003 0.277 0 0 08 0.224 -0.097 0.001 0.244 0 0 09 0.573 -0.049 0.341 0.668 0 0 0

10 0.543 -0.053 0.301 0.623 0 0 011 -0.099 -0.139 -0.298 0.343 0 0 012 -0.128 -0.143 -0.338 0.388 0 0 013 0.378 -0.075 0.167 0.42 0 0 014 0.283 -0.088 0.041 0.299 0 0 015 0.161 -0.104 -0.038 0.195 0 0 016 0.062 -0.117 -0.17 0.216 0 0 017 0.514 -0.024 0.341 0.618 0 0 018 0.484 -0.028 0.301 0.571 0 0 019 -0.157 -0.113 -0.298 0.355 0 0 020 -0.187 -0.117 -0.338 0.403 0 0 021 0.32 -0.05 0.168 0.364 0 0 022 0.229 -0.062 0.047 0.242 0 0 023 0.098 -0.079 -0.043 0.134 0 0 024 0.008 -0.092 -0.164 0.188 0 0 0

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40 7 0.272 -0.171 0.002 0.321 0 0 08 0.239 -0.152 0.001 0.283 0 0 09 0.594 -0.136 0.102 0.618 0 0 0

10 0.564 -0.139 0.073 0.585 0 0 011 -0.09 -0.161 -0.071 0.197 0 0 012 -0.12 -0.163 -0.1 0.226 0 0 013 0.396 -0.142 0.074 0.427 0 0 014 0.299 -0.15 -0.019 0.336 0 0 015 0.174 -0.149 0.021 0.23 0 0 016 0.074 -0.158 -0.076 0.19 0 0 017 0.532 -0.096 0.102 0.55 0 0 018 0.502 -0.099 0.073 0.517 0 0 019 -0.152 -0.121 -0.071 0.207 0 0 020 -0.183 -0.123 -0.1 0.242 0 0 021 0.333 -0.102 0.074 0.356 0 0 022 0.242 -0.11 -0.014 0.266 0 0 023 0.108 -0.11 0.017 0.154 0 0 024 0.016 -0.118 -0.071 0.139 0 0 0

47 7 0.102 -0.292 -0.125 0.333 0 0 08 0.09 -0.257 -0.111 0.294 0 0 09 0.32 -0.204 0.004 0.379 0 0 0

10 0.302 -0.209 -0.029 0.368 0 0 011 -0.124 -0.3 -0.19 0.376 0 0 012 -0.142 -0.305 -0.223 0.404 0 0 013 0.189 -0.231 -0.028 0.3 0 0 014 0.132 -0.247 -0.133 0.31 0 0 015 0.045 -0.262 -0.086 0.28 0 0 016 -0.014 -0.279 -0.196 0.342 0 0 017 0.296 -0.137 0.033 0.328 0 0 018 0.279 -0.142 0 0.313 0 0 019 -0.148 -0.233 -0.161 0.319 0 0 020 -0.166 -0.238 -0.194 0.349 0 0 021 0.166 -0.164 0.002 0.233 0 0 022 0.112 -0.179 -0.098 0.233 0 0 023 0.019 -0.196 -0.062 0.206 0 0 024 -0.035 -0.211 -0.162 0.269 0 0 0

49 7 0.361 -0.191 -0.147 0.434 0 0 08 0.319 -0.168 -0.13 0.383 0 0 09 0.577 -0.116 0.04 0.59 0 0 0

10 0.557 -0.127 0.008 0.571 0 0 011 0.073 -0.207 -0.264 0.344 0 0 012 0.054 -0.217 -0.297 0.372 0 0 013 0.429 -0.136 -0.029 0.451 0 0 014 0.365 -0.169 -0.132 0.423 0 0 015 0.265 -0.165 -0.124 0.336 0 0 016 0.199 -0.199 -0.233 0.365 0 0 0

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49 17 0.494 -0.073 0.074 0.504 0 0 018 0.474 -0.083 0.042 0.483 0 0 019 -0.01 -0.163 -0.231 0.283 0 0 020 -0.03 -0.173 -0.263 0.317 0 0 021 0.345 -0.093 0.005 0.357 0 0 022 0.285 -0.124 -0.094 0.324 0 0 023 0.179 -0.122 -0.095 0.237 0 0 024 0.119 -0.153 -0.194 0.275 0 0 0

768 7 -0.008 -0.051 0.039 0.064 0 0 08 -0.007 -0.045 0.034 0.057 0 0 09 0.15 -0.012 0.355 0.385 0 0 0

10 0.138 -0.015 0.317 0.346 0 0 011 -0.151 -0.074 -0.25 0.301 0 0 012 -0.163 -0.077 -0.287 0.339 0 0 013 0.061 -0.029 0.19 0.202 0 0 014 0.023 -0.04 0.071 0.084 0 0 015 -0.036 -0.049 -0.004 0.061 0 0 016 -0.077 -0.06 -0.129 0.161 0 0 017 0.151 0 0.346 0.377 0 0 018 0.139 -0.004 0.308 0.338 0 0 019 -0.149 -0.062 -0.259 0.305 0 0 020 -0.162 -0.065 -0.296 0.344 0 0 021 0.063 -0.017 0.181 0.193 0 0 022 0.026 -0.028 0.068 0.078 0 0 023 -0.037 -0.038 -0.018 0.055 0 0 024 -0.073 -0.048 -0.132 0.158 0 0 0

947 7 0.288 -0.067 -0.011 0.296 0 0 08 0.255 -0.059 -0.01 0.261 0 0 09 0.61 -0.007 0.089 0.617 0 0 0

10 0.582 -0.016 0.07 0.586 0 0 011 -0.078 -0.1 -0.09 0.156 0 0 012 -0.107 -0.11 -0.108 0.187 0 0 013 0.409 -0.029 0.048 0.413 0 0 014 0.318 -0.058 -0.011 0.323 0 0 015 0.186 -0.058 -0.008 0.195 0 0 016 0.09 -0.089 -0.07 0.145 0 0 017 0.544 0.009 0.091 0.551 0 0 018 0.515 -0.001 0.073 0.52 0 0 019 -0.144 -0.085 -0.087 0.189 0 0 020 -0.173 -0.094 -0.106 0.224 0 0 021 0.342 -0.013 0.05 0.346 0 0 022 0.255 -0.042 -0.006 0.259 0 0 023 0.115 -0.044 -0.009 0.124 0 0 024 0.028 -0.072 -0.065 0.101 0 0 0

REVISION POR DESPLAZAMIENTO

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Desplazamiento=Q ' .R . ρ .

Desplazamiento= (1.202 ) (2 ) (1.25 ) (0.701 )=2.107 cm

¿ 2.107590

=0.003

ALTURA DE LA COL MAXIMADe acuerdo al manual de la CFE Diseño por sismo se tiene, que las distorsiones permisibles para marcos de concreto no debe rebasar una distorsion de 0.015.

0.003<0.015por lo tanto si cumple

REACCIONES EN LOS APOYOS.

Node L/C Force-X kg Force-Y kg Force-Z kg Moment-X kg-mMoment-Y kg-mMoment-Z kg-m1 7 -671.128 7956.771 -196.662 -180.783 -46.24 -22.453

8 -588.565 6975.696 -174.57 -160.189 -40.876 -19.3969 298.218 12639.313 -35.178 33.842 32.219 93.612

10 223.109 12151.569 -52.01 12.513 25.207 84.01811 -1390.254 1683.119 -292.628 -328.967 -106.027 -122.69712 -1465.363 1195.375 -309.46 -350.295 -113.04 -132.29213 -191.173 9464.123 -104.338 -66.047 -6.975 30.88814 -430.157 7912.209 -157.892 -133.911 -29.287 0.3615 -736.988 5922.479 -186.746 -182.543 -51.534 -39.0416 -987.352 4296.665 -242.85 -253.638 -74.908 -71.02217 450.351 10837.036 10.715 75.851 42.904 98.51818 375.242 10349.293 -6.116 54.522 35.891 88.92319 -1238.12 -119.158 -246.735 -286.957 -95.343 -117.79220 -1313.23 -606.902 -263.566 -308.286 -102.355 -127.38621 -39.04 7661.845 -58.444 -24.038 3.71 35.79422 -266.643 6183.833 -109.448 -88.67 -17.54 6.7223 -596.235 4046.301 -143.403 -143.765 -41.911 -35.58824 -823.839 2568.288 -194.406 -208.397 -63.161 -64.662

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Node L/C Force-X kg Force-Y kg Force-Z kg Moment-X kg-mMoment-Y kg-mMoment-Z kg-m3 7 26.634 8006.353 -144.394 -223.265 -17.098 -3.737

8 24.866 7099.089 -128.557 -198.628 -15.323 -5.4619 98.877 7590.977 -110.606 -161.099 -3.465 159.252

10 91.374 7473.252 -112.716 -168.088 -4.37 143.75511 -43.169 6547.552 -140.805 -223.724 -25.776 -152.98412 -50.672 6429.825 -142.915 -230.714 -26.68 -168.48113 58.909 7360.939 -118.58 -174.983 -10.022 70.38414 35.035 6986.356 -125.295 -197.221 -12.899 21.07715 13.17 7034.446 -128.226 -194.591 -17.247 -30.30616 -11.84 6642.026 -135.261 -217.888 -20.261 -81.96117 91.897 5727.517 -76.67 -108.72 0.616 161.46418 84.393 5609.791 -78.78 -115.709 -0.288 145.96719 -50.149 4684.091 -106.869 -171.346 -21.695 -150.77220 -57.652 4566.365 -108.98 -178.335 -22.599 -166.26921 51.928 5497.48 -84.644 -122.604 -5.94 72.59622 29.191 5140.734 -91.04 -143.784 -8.68 25.63723 5.053 5153.149 -94.61 -143.271 -13.303 -30.44224 -17.684 4796.403 -101.005 -164.45 -16.043 -77.401

6 7 143.983 5733.927 -297.54 -189.037 -14.064 6.1388 121.354 5006.518 -264.778 -168.138 -12.468 5.9039 1786.445 9319.633 220.442 167.01 15.3 231.89

10 1619.239 8856.394 154.091 122.792 13.341 212.43311 -1374.986 1087.849 -676.339 -454.488 -37.968 -201.10912 -1542.191 624.61 -742.69 -498.706 -39.927 -220.56513 897.104 7032.243 -12.624 3.695 -0.557 106.58614 365.087 5558.302 -223.74 -136.996 -6.788 44.6815 -120.833 4385.942 -298.508 -194.7 -17.838 -33.35516 -678.185 2841.813 -519.678 -342.091 -24.367 -98.2117 1756.879 8033.607 290.29 211.334 18.572 230.17318 1589.673 7570.368 223.939 167.117 16.613 210.71719 -1404.552 -198.177 -606.491 -410.164 -34.696 -202.82620 -1571.757 -661.416 -672.842 -454.381 -36.655 -222.28221 867.538 5746.217 57.224 48.019 2.715 104.8722 360.855 4342.464 -143.839 -85.972 -3.22 45.91123 -175.734 3029.728 -238.713 -157.075 -14.863 -38.0224 -682.417 1625.975 -439.776 -291.067 -20.798 -96.978

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Node L/C Force-X kg Force-Y kg Force-Z kg Moment-X kg-mMoment-Y kg-mMoment-Z kg-m8 7 87.949 10751.823 24.824 59.376 -13.01 -163.59

8 77.716 9457.852 22.133 52.901 -11.502 -144.549 96.236 11087.582 31.648 74.318 4.154 -87.144

10 94.925 10912.684 30.419 69.373 3.091 -91.0811 58.758 7821.518 13.205 34.924 -25.833 -194.7612 57.448 7646.619 11.976 29.979 -26.896 -198.69513 85.011 10170.999 26.717 66.14 -4.813 -119.214 80.842 9614.504 22.807 50.407 -8.194 -131.72315 72.842 9119.698 20.817 53.889 -14.548 -154.11716 68.474 8536.703 16.721 37.407 -18.09 -167.23617 75.933 8632.369 25.795 60.339 7.161 -49.38918 74.622 8457.47 24.566 55.395 6.098 -53.32519 38.455 5366.304 7.351 20.945 -22.826 -157.00520 37.145 5191.406 6.122 16.001 -23.889 -160.94121 64.708 7715.786 20.863 52.162 -1.806 -81.44522 60.737 7185.79 17.14 37.178 -5.026 -93.37123 52.34 6637.984 14.777 39.162 -11.702 -116.95824 48.37 6107.989 11.053 24.178 -14.922 -128.885

9 7 -334.614 8251.242 734.347 -133.884 -74.062 332.9038 -295.517 7217.516 643.608 -116.935 -65.522 294.0869 217.483 12523.667 1599.414 -95.448 61.189 759.507

10 -66.846 11488.322 1416.102 -98.951 4.305 523.29811 -517.659 2837.945 -139.512 -133.286 -133.819 58.31912 -801.988 1802.598 -322.823 -136.789 -190.703 -177.88913 259.848 10329.985 1202.962 -104.567 53.607 764.39614 -644.836 7035.7 619.699 -115.713 -127.387 12.82415 60.331 7290.566 656.891 -116.523 -2.127 568.79416 -887.433 3839.411 45.854 -128.2 -191.74 -218.56817 294.627 10664.904 1433.199 -65.397 78.334 682.70718 10.297 9629.558 1249.887 -68.901 21.451 446.49919 -440.515 979.182 -305.727 -103.236 -116.673 -18.4820 -724.845 -56.165 -489.038 -106.739 -173.557 -254.68921 336.991 8471.221 1036.747 -74.517 70.753 687.59722 -524.612 5333.807 481.259 -85.132 -101.622 -28.18623 94.395 5274.932 462.902 -87.004 6.4 456.20524 -767.209 2137.519 -92.587 -97.619 -165.975 -259.578

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Node L/C Force-X kg Force-Y kg Force-Z kg Moment-X kg-mMoment-Y kg-mMoment-Z kg-m10 7 -92.224 11616.526 -64.902 -79.272 -17.271 193.241

8 -81.073 10344.478 -58.824 -72.541 -15.439 169.9489 -42.178 10456.498 12.989 98.273 3.8 263.755

10 -46.304 10419.7 5.531 80.705 2.628 254.92911 -114.324 9978.664 -120.783 -222.342 -33.03 81.73212 -118.45 9941.866 -128.241 -239.91 -34.202 72.90713 -62.158 10333.78 -24.254 8.701 -7.348 211.73714 -75.287 10216.695 -47.984 -47.197 -11.077 183.65515 -85.341 10181.669 -67.269 -94.441 -19.325 153.00716 -99.095 10059.009 -92.128 -153 -23.231 123.58717 -21.151 7725.083 28.892 118.131 7.898 219.65118 -25.277 7688.285 21.434 100.563 6.726 210.82519 -93.297 7247.248 -104.879 -202.484 -28.932 37.62820 -97.423 7210.451 -112.337 -220.052 -30.103 28.80221 -41.131 7602.364 -8.35 28.558 -3.25 167.63322 -53.634 7490.855 -30.95 -24.677 -6.802 140.88823 -64.939 7444.679 -52.495 -77.244 -15.404 107.56524 -77.443 7333.169 -75.095 -130.48 -18.955 80.82

13 7 -252.528 4902.026 -467.251 94.869 67.518 262.8488 -224.676 4286.468 -406.636 83.328 59.856 233.4569 225.669 10086.741 566.427 89.07 175.543 654.504

10 121.329 9000.835 384.234 87.488 131.743 551.71711 -564.514 -491.447 -1192.904 77.66 -13.519 -90.92412 -668.853 -1577.353 -1375.098 76.078 -57.319 -193.71113 66.878 7645.408 162.006 86.854 156.671 509.1314 -265.112 4190.252 -417.702 81.82 17.307 182.0815 -178.073 4319.136 -390.968 83.328 100.917 278.71316 -525.872 699.449 -998.281 78.054 -45.084 -63.91117 284.921 8983.35 670.387 67.484 159.835 593.08118 180.582 7897.444 488.193 65.902 116.035 490.29419 -505.261 -1594.838 -1088.944 56.073 -29.227 -152.34720 -609.601 -2680.745 -1271.138 54.491 -73.027 -255.13421 126.131 6542.016 265.966 65.268 140.964 447.70722 -190.05 3251.392 -286.137 60.473 8.235 136.23123 -134.629 3051.214 -314.614 61.502 78.573 201.71624 -450.81 -239.411 -866.716 56.708 -54.155 -109.76

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Node L/C Force-X kg Force-Y kg Force-Z kg Moment-X kg-mMoment-Y kg-mMoment-Z kg-m20 7 0.727 12493.22 213.822 339.361 -26.322 12.637

8 -0.471 11043.963 190.706 302.73 -23.442 13.1589 76.772 11562.973 253.507 448.009 -5.075 201.424

10 72.46 11516.718 246.376 431.417 -6.157 190.78411 -72.582 10319.592 129.464 165.157 -40.066 -166.21312 -76.893 10273.337 122.333 148.565 -41.149 -176.85313 31.115 11193.395 219.192 370.097 -15.698 89.06714 17.397 11046.222 196.502 317.304 -19.142 55.21315 -17.518 10790.088 179.338 279.27 -27.081 -30.64116 -31.89 10635.906 155.568 223.963 -30.69 -66.10717 77.3 8676.174 203.044 367.883 1.116 197.26218 72.988 8629.919 195.913 351.291 0.033 186.62219 -72.054 7432.793 79.001 85.031 -33.875 -170.37520 -76.365 7386.539 71.87 68.439 -34.958 -181.01521 31.643 8306.597 168.729 289.971 -9.507 84.90522 18.578 8166.431 147.12 239.692 -12.788 52.66323 -17.643 7896.28 127.794 196.63 -21.054 -36.41624 -30.709 7756.116 106.185 146.351 -24.335 -68.658

22 7 -4.969 10468.177 263.694 458.643 -4.644 26.6688 -3.749 9287.87 233.854 406.525 -3.813 22.8299 84.989 9325.508 262.028 468.123 14.14 231.295

10 79.983 9252.869 257.548 456.113 13.023 219.55211 -87.864 9086.511 204.287 346.885 -20.775 -173.87212 -92.869 9013.872 199.808 334.875 -21.892 -185.61413 32.164 9319.183 247.232 439.701 3.577 107.48514 16.238 9088.06 232.979 401.487 0.024 70.12115 -24.119 9251.319 228.856 401.512 -7.776 -24.44116 -40.803 9009.191 213.925 361.478 -11.498 -63.58417 85.734 6885.36 200.628 361.466 15.03 225.59918 80.729 6812.721 196.148 349.456 13.914 213.85619 -87.118 6646.362 142.887 240.228 -19.885 -179.56820 -92.123 6573.724 138.408 228.218 -21.001 -191.3121 32.91 6879.034 185.832 333.043 4.467 101.78922 17.742 6658.918 172.258 296.649 1.084 66.20423 -24.131 6800.166 166.777 293.035 -7.055 -31.91624 -39.299 6580.049 153.203 256.641 -10.438 -67.501

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Node L/C Force-X kg Force-Y kg Force-Z kg Moment-X kg-mMoment-Y kg-mMoment-Z kg-m24 7 -41.26 12490.597 250.437 413.645 23.215 92.21

8 -35.644 11037.505 222.767 367.522 20.882 80.4079 46.499 11146.142 294.146 538.382 39.657 277.95

10 41.85 11107.29 286.127 519.834 38.484 266.7411 -112.93 10719.262 153.328 205.482 2.543 -106.95412 -117.579 10680.409 145.309 186.935 1.37 -118.16413 -2.19 11042.578 255.112 445.689 28.414 160.38714 -16.983 10918.957 229.598 386.675 24.683 124.7215 -54.097 10907.594 209.857 338.642 16.344 35.06716 -69.595 10778.087 183.128 276.818 12.435 -2.29917 55.515 8262.536 235.414 441.638 34.068 257.33518 50.865 8223.683 227.395 423.09 32.895 246.12519 -103.914 7835.655 94.596 108.738 -3.047 -127.56920 -108.564 7796.803 86.577 90.191 -4.22 -138.77921 6.826 8158.971 196.38 348.944 22.825 139.77122 -7.263 8041.237 172.081 292.741 19.271 105.80323 -45.786 8018.101 149.91 239.088 10.577 12.75324 -59.875 7900.367 125.611 182.884 7.023 -21.216

28 7 -71.062 9180.98 -53.854 -64.451 -5.339 149.5448 -62.219 8096.276 -48.216 -58.104 -4.729 131.0849 -1.049 8384.019 13.058 95.699 15.086 274.708

10 -6.687 8285.21 7.918 82.027 13.795 261.87211 -116.769 7737.193 -102.809 -196.09 -23.139 -1.88112 -122.407 7638.384 -107.948 -209.763 -24.43 -14.71713 -34.092 8267.641 -20.539 11.83 3.591 195.08214 -52.031 7953.243 -36.894 -31.674 -0.516 154.23915 -71.425 8069.16 -57.997 -82.389 -8.828 105.75216 -90.219 7739.792 -75.13 -127.964 -13.13 62.96517 14.997 6274.877 25.883 111.298 16.326 240.84818 9.359 6176.066 20.743 97.626 15.035 228.01219 -100.724 5628.051 -89.984 -180.491 -21.899 -35.74120 -106.362 5529.24 -95.123 -194.164 -23.19 -48.57721 -18.046 6158.498 -7.714 27.428 4.831 161.22222 -35.131 5859.072 -23.29 -14.004 0.919 122.32423 -56.234 5945.045 -45.95 -68.862 -7.784 69.94724 -73.319 5645.619 -61.526 -110.294 -11.695 31.05

6.3. DISEÑO DE LA ESTRUCTURA RESISTENTE COLUMNAS Y VIGAS DE CONCRETO REFORZADO

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El diseño estructural de las vigas del Módulo: “SUBESTACIÓN ELÉCTRICA” se realiza mediante la

aplicación del programa estructural Staad Pro v8i, a continuación se presentan el archivo de datos de

entrada y los resultados obtenidos:

DISEÑO DE VIGAS

B E A M N O. 37 D E S I G N R E S U L T S - SHEAR ___ 30J____________________ 485X 300X 400_____________________ 186J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 486 | | | | 2No16 H 59. 0.TO 486 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

===================================================================== BEAM NO. 40 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 486. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________

1 59. 2 - 16MM 0. 486. YES YES 2 341. 2 - 16MM 0. 486. YES YES

B E A M N O. 40 D E S I G N R E S U L T S - SHEAR

___ 38J____________________ 485X 300X 400_____________________ 450J____ | |

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||=========================================================================|| | 2No16 H 341. 0.TO 486 | | | | 2No16 H 59. 0.TO 486 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 59. 2 - 16MM 67. 500. NO YES 2 341. 2 - 16MM 0. 500. YES YES

B E A M N O. 43 D E S I G N R E S U L T S – SHEAR

___ 30J____________________ 500X 300X 400_____________________ 164J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 67.TO 500 | | =================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 44 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05

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LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________





B E A M N O. 45 D E S I G N R E S U L T S – SHEAR

___ 34J____________________ 500X 300X 400_____________________ 730J____ | |

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||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 67.TO 500 | | =================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




=====================================================================

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BEAM NO. 51 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 400. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________


___ 42J____________________ 400X 300X 400_____________________ 263J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 400 | | | | 2No16 H 59. 0.TO 400 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



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1 59. 2 - 16MM 54. 533. NO YES 2 341. 2 - 16MM 0. 533. YES YE

___ 33J____________________ 533X 300X 400_____________________ 610J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 533 | | | | 2No16 H 59. 54.TO 533 | | ====================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



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___ 38J____________________ 542X 300X 400_____________________ 404J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 543 | | | | 2No16 H 59. 18.TO 543 | | =========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| ===================================================================== BEAM NO. 85 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 535. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________


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___ 43J____________________ 535X 300X 400_____________________ 271J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 535 | | | | 2No16 H 59. 101.TO 535 | | =============================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



___ 57J____________________ 535X 300X 400_____________________ 285J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 536 | | | | 2No16 H 59. 0.TO 536 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

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|___________| |___________| |___________| |___________| |___________|



___ 31J____________________ 516X 300X 400_____________________ 173J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 517 | | | | 2No16 H 59. 83.TO 517 | | ===============================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 59. 2 - 16MM 0. 484. YES YES 2 59. 2 - 16MM 52. 484. NO YES

3 341. 2 - 16MM 0. 484. YES YES

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___ 59J____________________ 484X 300X 400_____________________ 330J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 484 | | | | 2No16 H2N59. H 0.TO 484TO 484 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| DXF IMPORT OF SUBESTA23.DXF -- PAGE NO. 264



___ 40J____________________ 501X 300X 400_____________________ 453J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 501 | | | | 2No16 H 59. 68.TO 501 | | =================================================================|| | | |___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

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| | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|






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___ 63J____________________ 499X 300X 400_____________________ 532J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 0.TO 500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

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| oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




===================================================================== BEAM NO. 146 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 497. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS

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LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________





___ 77J____________________ 496X 300X 400_____________________ 73J____ | | ||=========================================================================||

| 2No16 H 341. 0.TO 497 |

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| | | 2No16 H 59. 0.TO 497 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




===================================================================== BEAM NO. 171 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05

LEN - 497. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS

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___ 111J____________________ 496X 300X 400_____________________ 100J____ | | ||=========================================================================||

| 2No16 H 341. 0.TO 497 | | |

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| 2No16 H 59. 0.TO 497 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




=====================================================================


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___ 144J____________________ 496X 300X 400_____________________ 133J____ | | ||=========================================================================||

| 2No16 H 341. 0.TO 497 |

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___ 158J____________________ 499X 300X 400_____________________ 157J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 0.TO 500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

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___ 160J____________________ 500X 300X 400_____________________ 159J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 0.TO 500 |

||=========================================================================||

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| | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




=====================================================================




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=====================================================================





___ 163J____________________ 499X 300X 400_____________________ 162J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 0.TO 500 | ||=========================================================================|| | |

|___________________________________________________________________________|

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___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================






=====================================================================


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=====================================================================





___ 173J____________________ 516X 300X 400_____________________ 204J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 517 | | | | 2No16 H 59. 0.TO 517 | ||=========================================================================||

| |

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|___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================






=====================================================================

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=====================================================================





___ 204J____________________ 516X 300X 400_____________________ 205J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 517 |

| |

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=====================================================================






|___________| |___________| |___________| |___________| |___________|

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___ 209J____________________ 516X 300X 400_____________________ 206J____ | |

||=========================================================================||

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| 2No16 H 341. 0.TO 517 | | | | 2No16 H 59. 0.TO 517 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================






| | | | | | | | | |

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|___________| |___________| |___________| |___________| |___________|

=====================================================================






=====================================================================





___ 215J____________________ 516X 300X 400_____________________ 213J____ | |

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||=========================================================================|| | 2No16 H 341. 0.TO 517 | | | | 2No16 H 59. 0.TO 517 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================





___ 217J____________________ 516X 300X 400_____________________ 215J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 517 | | | | 2No16 H 59. 0.TO 517 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

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| oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================




1 59. 2 - 16MM 0. 400. YES YES 2 341. 2 - 16MM 0. 400. YES YE

___ 260J____________________ 400X 300X 400_____________________ 43J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 400 | | | | 2No16 H 59. 0.TO 400 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| =====================================================================





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___ 271J____________________ 535X 300X 400_____________________ 279J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 535 | | | | 2No16 H 59. 0.TO 535 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

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| | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

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1 59. 2 - 16MM 0. 535. YES YES 2 59. 2 - 16MM 101. 535. NO YES 3 341. 2 - 16MM 0. 535. YES YES

___ 285J____________________ 535X 300X 400_____________________ 277J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 535 | | | | 2No16 H 59. 2N0.TOH 535. 101.TO 535 | ||=========================================================================|| | | |___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

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| | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================






=====================================================================



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_____________________________________________________________________

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___ 330J____________________ 484X 300X 400_____________________ 44J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 484 | | | | 2No16 H 59. 52.TO 484 |

| ===================================================================||

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| | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

=====================================================================





___ 341J____________________ 542X 300X 400_____________________ 59J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 543 | | | | 2No16 H 59. 0.TO 543 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________ =====================================================================



LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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(MM) (MM) (MM) STA END _____________________________________________________________________



=====================================================================





___ 359J____________________ 542X 300X 400_____________________ 350J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 543 | | |

| 2No16 H 59. 0.TO 543 |

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||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

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___ 386J____________________ 542X 300X 400_____________________ 377J____ | | ||=========================================================================||

| 2No16 H 341. 0.TO 543 |

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___ 395J____________________ 542X 300X 400_____________________ 386J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 543 | | | | 2No16 H 59. 0.TO 543 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| =====================================================================


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___ 412J____________________ 500X 300X 400_____________________ 38J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59.16 0.TO9.5007.TO 500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

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=====================================================================





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___ 468J____________________ 519X 300X 400_____________________ 63J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 520 | | | | 2No16 H 59. 0.TO 520 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | |

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| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


1 59. 2 - 16MM 0. 495. YES NO 2 59. 2 - 16MM 67. 500. NO YES 3 341. 2 - 16MM 0. 500. YES YES



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___ 516J____________________ 485X 300X 400_____________________ 35J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 486 | | | | 2No16 H2N59. H 0.TO 453TO 486 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|



___ 524J____________________ 499X 300X 400_____________________ 547J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 0.TO 500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

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| | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|





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___ 540J____________________ 499X 300X 400_____________________ 537J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 0.TO 500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

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| oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




===================================================================== BEAM NO. 775 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 500. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

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_____________________________________________________________________





___ 547J____________________ 499X 300X 400_____________________ 546J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 0.TO 500 | ||=========================================================================|| | |

|___________________________________________________________________________|

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___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




===================================================================== BEAM NO. 842 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 533. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS

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___ 570J____________________ 420X 300X 400_____________________ 49J____ | |

||=========================================================================||

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| 2No16 H 341. 0.TO 420 | | | | 2No16 H 59. 0.TO 420 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|






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___ 594J____________________ 533X 300X 400_____________________ 586J____ | | ||=========================================================================||

| 2No16 H 341. 0.TO 533 | | |

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___ 617J____________________ 499X 300X 400_____________________ 618J____ | |

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||=========================================================================|| | 2No16 H 341. 0.TO 500 | | | | 2No16 H 59. 67.TO 500 | | =================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




=====================================================================

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1 59. 2 - 16MM 0. 500. YES YES 2 59. 2 - 16MM 67. 500. NO YES

3 341. 2 - 16MM 0. 500. YES YES

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___ 45J____________________ 456X 300X 400_____________________ 317J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 456 | | | | 2No16 H 59. 25.TO 456 | | =======================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

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| | | | | | | | | |

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|___________| |___________| |___________| |___________| |___________|



___ 655J____________________ 485X 300X 400_____________________ 34J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 486 | | | | 2No16 H2N59. H 0.TO 412TO 486 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|


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___ 656J____________________ 496X 300X 400_____________________ 34J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 497 | | | | 2No16 H 259.6 H0.TO. 497.TO 497 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

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| oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|




===================================================================== BEAM NO. 963 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 497. MM FY - 412. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END

_____________________________________________________________________

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___ 662J____________________ 496X 300X 400_____________________ 666J____ | | ||=========================================================================|| | 2No16 H 341. 0.TO 497 | | | | 2No16 H 59. 0.TO 497 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________

| | | | | | | | | | | oo | | oo | | oo | | oo | | oo |

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| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|

==================================================================== COLUMN NO. 25 DESIGN PER ACI 318-05 - AXIAL + BENDING

FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM




FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM ====================================================================

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COLUMN NO. 28 DESIGN PER ACI 318-05 - AXIAL + BENDING





FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM ==================================================================== COLUMN NO. 33 DESIGN PER ACI 318-05 - AXIAL + BENDING

FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------

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8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM






====================================================================


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FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

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TIE BAR NUMBER 12 SPACING 192.00 MM







FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

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BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM ==================================================================== COLUMN NO. 1213 DESIGN PER ACI 318-05 - AXIAL + BENDING




FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM ====================================================================


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====================================================================



AREA OF STEEL REQUIRED = 900.0 SQ. MM

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BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM






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AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM





FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

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FY - 411.9 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

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---------------------------------------------------------- 8 - 12 MM 1.005 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM ====================================================================







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6.4. DISEÑO DEL SISTEMA DE PISO: LOSA MACIZA.

6.4.1. FORMULACIÓN PARA EL DISEÑO SEGÚN NTCDF.

CALCULO DEL ESPESOR.

fs=0.60 fy

P=❑n=4

∑ ψ iLi❑i=1

ψ i={ 1.00lado continuocoladomonoliticoono .¿1.25 ladodiscontinuo coladomonolitico .¿1.50 ladodiscontinuo colado nomonolitico .

dmin=ηPλ

λ={ 250Concreto clase1.¿170Concreto clase2.

η={1.00 si fs<2520kg /cm2 yCS=380kg /m2

¿ si nocumple lo anterior entonces¿ 0.032 4√ fs CS

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d ≥dmin

h=d+r

CALCULO DEL MOMENTO Y CORTANTE ACTUANTE FACTORIZADO

Coeficiente de momentos flexionantes para tableros rectangulares, franjas centrales

(Tabla 6.1. de las Normas Técnicas Complementarias para Diseño y Construcción de Estructuras de Concreto, 2004)

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Notas:1 Para las franjas extremas multiplíquense los coeficientes por 0.60.2 Caso I. Losa colada monolíticamente con sus apoyos.3 Caso II. Losa no colada monolíticamente con sus apoyos.

El momento flexionante factorizado actuante en cada tablero se determina mediante la evaluación de la expresión MU =1 x 10-4 CF a1

2, en donde el momento se obtiene por unidad de ancho (kg m/m) cuando la carga CF se

proporciona en kg/m2 y el claro corto a1 en m. El valor de coeficiente se obtiene de la tabla presentada anteriormente, el cual depende del tipo de tablero, caso de colado y de la relación claro corto a1 / claro largo a2.

Para el caso I, claro corto a1 y claro largo a2 pueden tomarse como los claros libres entre paños de trabes; para el caso II se tomaran los claros entre ejes, pero sin exceder del claro libre más dos veces el espesor de la losa.

La fuerza cortante factorizada será la que actúa en la sección critica, la cual se encuentra a un peralte efectivo del paño del apoyo (trabe), calculándose con la siguiente expresión: VU = (0.5a1 - d) [ 0.95 - 0.5(a1/a2) ] CF

DISEÑO A FLEXION.

MU≤MR

M R=FRbd2 f c

' 'q (1−0.5q )

FR=0.70

f c¿=0.8 f c

'

f c' '=0.85 f c

¿

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k=MU

FRb d2 f c

' '

q=1−√1−2 k

p=qf c' '

f y

pmin≤ p≤ pmax

pmin={0.0020 Losa protegida aintemperie¿0.0030 Losaexpuesta aintemperie

pmax=0.75 pb

pb=( f c' '

f y )( 6000 β1f y+6000 )

β1={ 0.85 ; si f c¿≤280 kg /cm2

¿1.05−f c¿

1400≥0.65 ;si f c

¿>280 kg /cm2

A s=pbd

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S=b avAS

=100avAS

Smax=minimo [50cm ;3.5h]

S≤Smax

REVISION POR CORTANTE.

V U ≤V cR

FR=0.7

V cR=0.5 FRbd √ f c¿

6.4.2. DISEÑO ESTRUCTURAL SEGÚN NTCDF.

El diseño estructural de la losa de azotea en nivel +8.70 m se realiza considerando el tablero más

desfavorable, dimensiones y cargas mayores actuantes, mediante la aplicación de una hoja de cálculo

elaborada en Excel con la formulación en el diseño de losas de concreto reforzado según Normas

Técnicas Complementarias del Distrito Federal para Diseño y Construcción de Estructuras de Concreto

(NTCDF).

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TABLERO MÁS DESFAVORABLE.

1. Determinando la información referente al diseño, geometría y materiales que se considera en el tablero de losa:

Losa de azotea en el nivel +Clase: 1 Tipo de tablero: De esquina: Dos lados adyacentes discontinuos

f ' c (kg/cm2) = 250 Tablero protegido de la intemperie: No

f * c (kg/cm2) = 200 Apoyos monoliticos: Si

f '' c (kg/cm2) = 170 Caso de analisis: I

(kg/m3) = 2,400 % de incremento según tipo de lado = 25.00%

Claro corto a paño de apoyo: a1 (m) = 3.10

f y (kg/cm2) = 4,200 Claro largo a paño de apoyo: a2 (m) = 3.85

f s (kg/cm2) = 2,520 Relación [ a1 / a2 ] = 0.81

Dado que la relacion [a1 / a2] es mayor de 0.50 entonce el tablero de losa considerado trabaja en las dos direcciones

2. Proporcionando las cargas uniformes aplicadas en el tablero de losa considerado, según la evaluación de cargas:

Identificación Carga (kg/m2)

CM 525.00

CVM 40.00

CS 565.00

CF 791.00

III. Servicio

IV. Factorizada (último)

II. Viva máxima

Diseño de una Losa Maciza Apoyada Perimetralmente por el Método de las NTC-04

Concreto

Acero de refuerzo

Tipo de carga

I. Muerta

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3. Calculando el peralte efectivo mínimo para el tablero de losa considerado:

P (cm) = 1,563.75Real Incrementada l 250.00L i y i L i h 1.11

Discontinuo 310.00 1.25 387.50 d min (cm) = 6.91Discontinuo 385.00 1.25 481.25 d (cm) = 8.00

Continuo 310.00 1.00 310.00 r (cm) = 2.00Continuo 385.00 1.00 385.00 h (cm) = 10.00

Perímetro P (cm) = 1,563.75

Corto 419 -318.50Largo 394 -299.50Corto 250 -190.04Largo 222 -168.75Corto 216 164.19Largo 140 106.42

Por lo anterior, se propone un peralte efectivo igual a d = 8.00 cm y un recubrimiento al centro del acero derefuerzo de r = 2.00 cm, con lo cual se tiene un peralte total para losa de azotea igual a h=10.00 cm.

4. Determinando el momento flexionante factorizado (último) actuante MU en las franjascentrales de cada sentido para el tablero de losa considerado:

Tipo de Tablero

consideradoZona del Momento Claro

Relacion [ a1 / a2 ] ≈ 0.81Coeficiente Momento

Momento MU (kg m)

a) Negativo en Bordes

Interiores (N.B.I.)b) Negativo en Bordes

Discontinuo (N.B.D.)c) Positivo en el Centro del

Claro (P.C.C.)

De esquina:Dos ladosadyacentes discontinuos

Referencia Tipo de ladoDimensión a eje (cm)

Factor y i

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b (cm) = 100 As min (cm2)= 2.4000d(cm) = 8.00 Vars # = 3

1 = 0.8500 as (cm2) = 0.71 min = 0.0030 S (cm) = 29.58 bal = 0.0202 Smax (cm) = 35 No Rige

max = 0.0152 S ≤ Smax = Oks cumple

Zona Mu (kg cm) req prop min ≤

prop ≤max AS prop (cm2) Vars # 3 @ Lecho

a) N.B.I. -31,850.33 0.0017 0.0030 Oks cumple 2.40 29.58 Superiorb) N.B.D. -19,003.78 0.0010 0.0030 Oks cumple 2.40 29.58 Superiorc) P.C.C. 16,419.26 0.0009 0.0030 Oks cumple 2.40 29.58 Inferior

Zona Mu (kg cm) req prop

min ≤prop ≤

max AS prop (cm2) Vars # 3 @ Lechoa) N.B.I. -29,949.95 0.0016 0.0030 Oks cumple 2.40 29.58 Superiorb) N.B.D. -16,875.35 0.0009 0.0030 Oks cumple 2.40 29.58 Superiorc) P.C.C. 10,642.11 0.0006 0.0030 Oks cumple 2.40 29.58 Inferior

RevisiónVU VCR VU ≤ VCR

De esquina: Dos lados adyacentes discontinuos 636.50 3,959.80 Oks cumple

Por lo anterior, se propone para el tablero de losa de concreto reforzado de 10 cm de espesorconsiderado un armado estructural en su lecho inferior de corridas#3@50cm ybayonetas#3@50cm (centro), mientras que en su lecho superior bastones#3@50cm ybayonetas#3@50cm (extremos). Con esta propuesta, la separacion entre el acero de refuerzosera de 25 cm en ambos lechos, la cual cumple con la separacion requerida por el diseño aflexion y con la separacion máxima establecida según NTC-04.

6. Evaluando el área transversal propuesta para satisfacer la demanda requerida por la accióndel momento flexionante factorizado actuando en el tablero de losa considerado, mediante laaplicación de la formulas para el diseño estructural de losas de concreto reforzado segun NTC-

Evaluación de la cuantía de acero requerida y acero transversal propuesto en el sentido corto

Evaluación de la cuantía de acero requerida y acero transversal propuesto en el sentido largo

5. Calculando el área transversal mínima y la separación máxima del acero para el tablero delosa considerado, según lo establecido por las NTC-04:

7. Finalmente se procede a revisar la resistencia a fuerza cortante, comparando el cortantefactorizado VU qué actúa en la sección crítica ubicada a un peralte efectivo del paño de la trabecon respecto a la resistencia a fuerza cortante VCR que proporciona el concreto, es decir:

Tipo tablero Fuerza cortante (kg)

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6.5 DISEÑO DE ZAPATAS CORRIDAS.

6.5.1. REVISIÓN DEL ESFUERZO NORMAL ACTUANTE Y DISEÑO ESTRUCTURAL SEGÚN NTCDF.

Diseño Estructural de Zapatas Corridas de Concreto Reforzado según NTC-04

Zapata: ZC-1 Tipo de zapata: LinderoAncho: B (m) = 1.20 Eje: 81Largo: L (m) = 9.00 Tramo: E1-E4

Peralte: H(m) = 0.20 Profundidad de desplante: Df (m) = 1.20Area de cimentacion: AC (m2) = 10.80 s adm (ton/m 2) = 5.50

1. Evaluando la carga vertical factorizada que transmite el edificio al suelo:Elemento b (m) h (m) A (m2) L (m) V (m3) (kg/m 3) CS (kg/m2) P (kg)

Cadena CC-1 0.25 0.40 0.10 9.00 0.90 2400.00 - 2,160.00Murete de block 0.15 0.80 0.12 9.00 1.08 1583.33 - 1,710.00

Muro en P.B. y Losa - - - - - - - 33,288.11

PCS(kg) = 37,158.11F.C. = 1.40

PCF(kg) = 33,288.112. Calculando el esfuerzo normal factorizado actuante para el diseño de la zapata corrida:

s diseño (kg/m 2) = P CF / Ac = 3,082.23s diseño (ton/m 2) = 3.08

3. Determinando los elementos mecanicos factorizados actuantes en el volado de la zapata considerando una franja unitaria de 1.0 m en el sentido largo de la zapata corrida:

Tipo de zapata: Lindero Ancho unitario bu (m) = 1.00Ancho de la contratrabe CT: B1 (m) = 0.25 Carga unitaria Wu (ton/m) = 3.08

Ancho de la zapata ZC: B (m) = 1.20 Momento Mu (ton m) = 1.39086Longitud del volado de la zapata ZC: C (m) = 0.95 Cortante Vu (ton) = 2.34250

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4. Se inicia el proceso de diseño a flexion de la zapata, proponiendo dimensiones de la sección de la zapata corrida:Altura (h) = 20.00 [cm] Recubrimiento (r) = 5.00 [cm]

Ancho (b) = 100.00 [cm] Peralte (d) = 15.00 [cm]

5. Propiedades mecanicas de los materiales:a) Concreto b) Acero longitudinal

fć = 250.00 [kg/cm 2] fý = 4,200.00 [kg/cm 2]

f*c = 200.00 [kg/cm 2] 1 = 0.8500

f'' c = 170.00 [kg/cm 2]

6. Criterio de ductilidad para garantizar que la falla del elemento estructural en contacto con el suelo sea dúctil:

ρ min = 0.0030 ρ bal = 0.0202 ρ max = 0.0152

maximo actuante, considerando un factor de resistencia debido a flexion: FR = 0.70

Mu [kg cm] ρcal ρreq Asreq [cm2] Vars # Sreq [cm]139,085.74 0.0022 0.0030 4.50 4 28.15

Smax [cm] Sprop [cm] Asreq [cm2] ρprop ρ min < ρ prop < ρ max

50.00 20.00 6.33 0.0042 Ok cumple

V a r s # 4 @ 20.00 cm

ρmin Asreq [cm 2] No. Vars Vars # Asprop [cm2] Asreq ≤ Asprop0.0030 7.20 6 4 7.60 Ok cumple

6 V a r s # 4

7. Se determina el acero transversal requerido por resistencia para la seccion propuesta debido al momento

Acero transversal requerido

Acero transversal propuesto

7. Se calcula el acero longitudinal requerido por cambios volumetricos mediante el suministro de un refuerzo

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por flexion es adecuada considerando un factor de resistencia a fuerza cortante igual a: FR = 0.70

Cortante de Diseño: Cortante limite maximo:[ VU = 2,342.50 kg ] < [ 2.5 Fr √f*c b d =37,123.11 kg ]

Dado la expresion anterior, entonces la seccion propuesta ES ADECUADA.

Contribución del concreto: V cR = 4,223.89 [kg]

VU ≤ VCR

[ V U (kg)= 2,342.50 ] < [ V cR (kg) = 4,223.89 ] ok cumple

Dado que se cumple con lo anterior, se acepta el espesor de 15 cm por ancho de 80 cm de la zapata corrida de lindero ZC-1,

refuerzo transversal con Vars#3@20 cm y longitudinal con 6 Vars#3.

10. Se realiza la revision por fuerza cortante del elemento de concreto reforzado propuesto:

8. Se realiza la revision por fuerza cortante en la viga, la cual consiste en determinar si la seccion propuesta en el

9. Determinando la resistencia del concreto a la acción de la fuerza cortante por la seccion y acero propuesto se

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Diseño Estructural de Zapatas Corridas de Concreto Reforzado según NTC-04

Zapata: ZC-1 Tipo de zapata: CentralAncho: B (m) = 1.20 Eje: 81Largo: L (m) = 10.20 Tramo: BL-BM

Peralte: H(m) = 0.20 Profundidad de desplante: Df (m) = 1.20Area de cimentacion: AC (m 2) = 12.24 s adm (ton/m2) = 5.50

1. Evaluando la carga vertical factorizada que transmite el edificio al suelo:Elemento b (m) h (m) A (m 2) L (m) V (m 3) (kg/m 3) CS (kg/m 2) P (kg)

Cadena CC-1 0.25 0.40 0.10 10.20 1.02 2400.00 - 2,448.00Murete de block 0.15 0.80 0.12 10.20 1.22 1583.33 - 1,938.00

Muro en P.B. y Losa - - - - - - - 27,366.60

PCS(kg) = 31,752.60F.C. = 1.40

PCF(kg) = 31,752.602. Calculando el esfuerzo normal factorizado actuante para el diseño de la zapata corrida:

s diseño (kg/m 2) = P CF / Ac = 2,594.17s diseño (ton/m 2) = 2.59

3. Determinando los elementos mecanicos factorizados actuantes en el volado de la zapata considerando una franja unitaria de 1.0 m en el sentido largo de la zapata corrida:

Tipo de zapata: Central Ancho unitario bu (m) = 1.00Ancho de la contratrabe CT: B1 (m) = 0.25 Carga unitaria Wu (ton/m) = 2.59

Ancho de la zapata ZC: B (m) = 1.20 Momento Mu (ton m) = 0.29265Longitud del volado de la zapata ZC: C (m) = 0.48 Cortante Vu (ton) = 0.98578

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4. Se inicia el proceso de diseño a flexion de la zapata, proponiendo dimensiones de la sección de la zapata corrida:Altura (h) = 20.00 [cm] Recubrimiento (r) = 5.00 [cm]

Ancho (b) = 100.00 [cm] Peralte (d) = 15.00 [cm]

5. Propiedades mecanicas de los materiales:a) Concreto b) Acero longitudinal

fć = 250.00 [kg/cm 2] fý = 4,200.00 [kg/cm 2]

f*c = 200.00 [kg/cm 2] 1 = 0.8500

f'' c = 170.00 [kg/cm 2]

6. Criterio de ductilidad para garantizar que la falla del elemento estructural en contacto con el suelo sea dúctil:

ρ min = 0.0030 ρ bal = 0.0202 ρ max = 0.0152

maximo actuante, considerando un factor de resistencia debido a flexion: FR = 0.70

Mu [kg cm] ρcal ρreq Asreq [cm 2] Vars # Sreq [cm]29,265.44 0.0004 0.0030 4.50 4 28.15

Smax [cm] Sprop [cm] Asreq [cm 2] ρprop ρ min < ρ prop < ρ max

50.00 20.00 6.33 0.0042 Ok cumple

V a r s # 4 @ 20.00 cm

ρmin Asreq [cm 2] No. Vars Vars # Asprop [cm 2] Asreq ≤ Asprop0.0030 7.20 6 4 7.60 Ok cumple

6 V a r s # 4

7. Se determina el acero transversal requerido por resistencia para la seccion propuesta debido al momento

Acero transversal requerido

Acero transversal propuesto

7. Se calcula el acero longitudinal requerido por cambios volumetricos mediante el suministro de un refuerzo

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por flexion es adecuada considerando un factor de resistencia a fuerza cortante igual a: FR = 0.70

Cortante de Diseño: Cortante limite maximo:[ VU = 985.78 kg ] < [ 2.5 Fr √f*c b d =37,123.11 kg ]

Dado la expresion anterior, entonces la seccion propuesta ES ADECUADA.

Contribución del concreto: V cR = 4,223.89 [kg]

VU ≤ VCR

[ V U (kg)= 985.78 ] < [ V cR (kg) = 4,223.89 ] ok cumple

Dado que se cumple con lo anterior, se acepta el espesor de 15 cm por ancho de 80 cm de la zapata corrida de lindero ZC-1,

refuerzo transversal con Vars#3@20 cm y longitudinal con 6 Vars#3.

10. Se realiza la revision por fuerza cortante del elemento de concreto reforzado propuesto:

8. Se realiza la revision por fuerza cortante en la viga, la cual consiste en determinar si la seccion propuesta en el

9. Determinando la resistencia del concreto a la acción de la fuerza cortante por la seccion y acero propuesto se

6.6 DISEÑO DE CONTRATRABES

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6.6.1. CÁLCULO DE LA RIGIDEZ DEL RESORTE.

El cálculo de la rigidez del resorte se realiza considerando la expresión propuesta por Ing. Josehp E.

Bowles para determinar el modulo de reacción del suelo en función de su capacidad de carga admisible:

k S≈118 σadm

En donde:kS = Modulo de reacción del suelo: [ton/m3].

sadm = Capacidad de carga admisible del suelo 5.5 ton/m².

k S≈118 (5.5 ton /m2)

k S≈649ton /m3

Posteriormente, se calcula la rigidez del resorte mediante la siguiente expresión:

K=kS At

En donde:K = Rigidez del resorte [ton/m].

kS = Modulo de reacción del suelo: [ton/m3].

At = Área del cimiento tributaria de la presión del suelo en el resorte: [m2].

Considerando que el cimiento con dimensiones de 1.20 m de ancho por 117 m largo y un número propuesto de

126 resortes, se tiene que:

At=(1.20m)(117m)

(126)=1.110m2

Finalmente, la rigidez del resorte considerada será igual a:

K= (649000 ) (1.11 )=720390 kg /m

6.6.2 ANALISIS ESTRUCTURAL.

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ARCHIVOS DE DATOS.(DE LA CIMENTACION9

STAAD SPACE DXF IMPORT OF SUBESTA23.DXFSTART JOB INFORMATIONENGINEER DATE 24-May-13END JOB INFORMATIONINPUT WIDTH 79UNIT METER KGJOINT COORDINATES 1 1.2841 0 -4.60432e-010 2 0 0 0 3 4.6841 0 -2.26464e-010 4 3.6231 0 2.47837e-011 6 1.2841 0 -4 7 3.6231 0 -4 8 4.6841 0 -4 9 8.0841 0 -4 10 11.4841 0 -4 13 8.0841 0 -5.10795e-010 19 -2.274e-013 0 -4 20 1.2841 0 -9 22 4.6841 0 -9 23 8.0841 0 -9 24 11.4841 0 -9 28 11.4841 0 -5.36033e-010 30 1.2841 4.66 -9 31 4.6841 4.66 -9 32 8.0841 4.66 -9 33 11.4841 4.66 -4 34 11.4841 4.66 -9 35 11.4841 4.66 -5.75938e-010 38 1.2841 4.66 -4.60432e-010

39 1.2841 4.66 -4 40 4.6841 4.66 -2.26464e-010

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1217 3.227 4.31 0.95 1218 3.713 4.485 0.475 1220 3.713 4.31 0.95 1221 4.198 4.485 0.475 1223 4.198 4.31 0.95 1224 5.1671 4.485 0.475 1226 5.1671 4.31 0.95 1227 5.656 4.485 0.475 1229 5.656 4.31 0.95 1230 6.141 4.485 0.475 1232 6.141 4.31 0.95 1233 6.627 4.485 0.475 1235 6.627 4.31 0.95 1236 7.113 4.485 0.475 1238 7.113 4.31 0.95 1239 7.598 4.485 0.475 1241 7.598 4.31 0.95 1242 8.084 4.485 0.475 1244 8.084 4.31 0.95 1245 8.57 4.485 0.475 1247 8.57 4.31 0.95 1248 9.056 4.485 0.475 1250 9.056 4.31 0.95 1251 9.541 4.485 0.475 1253 9.541 4.31 0.95 1254 10.027 4.485 0.475 1256 10.027 4.31 0.95 1257 10.513 4.485 0.475 1259 10.513 4.31 0.95 1260 10.998 4.485 0.475 1262 10.998 4.31 0.95 1263 11.4841 4.485 0.475 1266 0.3341 4.31 -9.95 1267 0.650767 4.42667 -9.63333 1268 0.967 4.543 -9.31667 1271 12.4341 4.31 -9.95 1272 11.8008 4.54333 -9.31667 1273 12.1174 4.42667 -9.63333 1276 12.4341 4.31 0.95 1277 11.8008 4.54333 0.316667 1278 12.1174 4.42667 0.633333 1281 0.338033 4.31 0.95 1282 0.653389 4.42667 0.633333 1283 0.968744 4.54333 0.316667 1284 4.688 4.485 0.475 1285 4.688 4.31 0.95 1286 10.9985 4.485 -9.475 1287 10.9986 4.31 -9.95 1288 11.4841 0 -2 1289 11.4841 0 -3 1290 11.4841 0 -3.5 1291 11.4841 0 -2.5 1292 11.4841 0 -1 1293 11.4841 0 -1.5 1294 11.4841 0 -0.5 1295 11.4841 0 -8.5 1296 11.4841 0 -8 1297 11.4841 0 -7.5 1298 11.4841 0 -7 1299 11.4841 0 -6.5 1300 11.4841 0 -6

1301 11.4841 0 -5.5

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1302 11.4841 0 -5 1303 11.4841 0 -4.5 1304 8.0841 0 -8.5 1305 8.0841 0 -8 1306 8.0841 0 -7.5 1307 8.0841 0 -7 1308 8.0841 0 -6.5 1309 8.0841 0 -6 1310 8.0841 0 -5.5 1311 8.0841 0 -5 1312 8.0841 0 -4.5 1313 4.6841 0 -4.5 1314 4.6841 0 -5 1315 4.6841 0 -5.5 1316 4.6841 0 -6 1317 4.6841 0 -6.5 1318 4.6841 0 -7 1319 4.6841 0 -7.5 1320 4.6841 0 -8 1321 4.6841 0 -8.5 1322 1.2841 0 -8.5 1323 1.2841 0 -8 1324 1.2841 0 -7.5 1325 1.2841 0 -7 1326 1.2841 0 -6.5 1327 1.2841 0 -6 1328 1.2841 0 -5.5 1329 1.2841 0 -5 1330 1.2841 0 -4.5 1331 8.65077 0 -9 1332 9.21743 0 -9 1333 9.7841 0 -9 1334 10.3508 0 -9 1335 10.9174 0 -9 1336 5.25077 0 -9 1337 5.81743 0 -9 1338 6.3841 0 -9 1339 6.95077 0 -9 1340 7.51743 0 -9 1341 1.85077 0 -9 1342 2.41743 0 -9 1343 2.9841 0 -9 1344 3.55077 0 -9 1345 4.11743 0 -9 1346 8.65077 0 -4 1347 9.21743 0 -4 1348 9.7841 0 -4 1349 10.3508 0 -4 1350 10.9174 0 -4 1351 5.25077 0 -4 1352 5.81743 0 -4 1353 6.3841 0 -4 1354 6.95077 0 -4 1355 7.51743 0 -4 1356 4.1536 0 -4 1357 1.2841 0 -3.5 1358 1.2841 0 -3 1359 1.2841 0 -2.5 1360 1.2841 0 -2 1361 1.2841 0 -1.5 1362 1.2841 0 -1

1363 1.2841 0 -0.5

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1364 4.6841 0 -0.5 1365 4.6841 0 -1 1366 4.6841 0 -1.5 1367 4.6841 0 -2 1368 4.6841 0 -2.5 1369 4.6841 0 -3 1370 4.6841 0 -3.5 1371 1.7519 0 -3.63389e-010 1372 2.2197 0 -2.66346e-010 1373 2.6875 0 -1.69303e-010 1374 3.1553 0 -7.22594e-011 1375 4.1536 0 -1.0084e-010 1376 5.25077 0 -2.73852e-010 1377 5.81743 0 -3.21241e-010 1378 6.3841 0 -3.6863e-010 1379 6.95077 0 -4.16018e-010 1380 7.51743 0 -4.63407e-010 1381 8.65077 0 -5.15001e-010 1382 9.21743 0 -5.19208e-010 1383 9.7841 0 -5.23414e-010 1384 10.3508 0 -5.2762e-010 1385 10.9174 0 -5.31827e-010MEMBER INCIDENCES 25 20 30 26 22 31 27 23 32 28 24 34 29 10 33 30 28 35 33 6 751 34 1 1025 35 13 930 36 3 40 37 30 186 40 38 450 43 30 164 44 39 418 45 34 730 46 33 617 51 42 263 52 44 286 53 39 843 55 33 610 62 49 562 83 30 155 84 38 404 85 43 271 91 57 285 92 31 173 95 59 330 96 40 453 100 61 636 102 32 217 107 63 532 108 41 457 126 8 47 127 9 1016 146 73 57 150 77 73 154 81 77 171 100 81

182 111 100

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193 122 111 204 133 122 215 144 133 226 155 144 228 156 39 230 157 156 232 158 157 234 159 158 236 160 159 238 161 160 240 162 161 242 163 162 244 164 163 249 170 174 252 173 204 254 174 57 277 200 170 292 204 205 299 205 200 339 206 61 341 209 206 343 211 209 345 213 211 347 215 213 349 217 215 400 260 43 402 263 260 408 271 279 415 277 42 417 279 61 424 285 277 433 286 42 436 290 44 482 330 44 489 341 59 499 350 341 508 359 350 517 368 359 526 377 368 535 386 377 544 395 386 553 404 395 562 412 38 564 413 412 566 414 413 568 415 414 570 416 415 572 417 416 574 418 417 585 47 290 592 432 59 594 434 432 596 435 434 616 453 454 619 454 455 626 455 435 671 457 460 674 460 462 676 462 464 678 464 466 680 466 468

682 468 63

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738 515 35 739 516 35 745 524 547 751 532 524 757 537 515 763 540 537 768 543 549 775 546 543 776 547 546 780 549 540 842 562 45 851 570 49 860 578 570 869 586 578 878 594 586 887 602 594 896 610 602 905 617 618 907 618 619 909 619 620 911 620 621 913 621 622 915 622 623 917 623 35 923 45 317 924 317 63 929 636 663 946 654 656 948 655 34 949 656 34 953 658 662 959 660 661 963 661 658 966 662 666 968 663 660 975 666 654 1070 707 33 1081 726 747 1084 730 726 1101 744 748 1107 746 749 1108 747 746 1112 748 707 1125 749 750 1128 750 744 1199 43 301 1200 301 45 1201 751 754 1203 754 756 1205 756 758 1207 758 760 1209 760 762 1211 762 764 1213 764 766 1215 766 768 1217 768 39 1249 810 66 1260 821 810 1271 832 821 1282 843 832 1386 930 933

1388 933 935

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1390 935 937 1392 937 939 1394 939 941 1396 941 943 1398 943 945 1400 945 947 1402 947 41 1465 1016 1017 1467 1017 1018 1469 1018 1019 1471 1019 1020 1473 1020 1021 1475 1021 1022 1477 1022 1023 1479 1023 1024 1481 1024 49 1484 1025 1028 1486 1028 1030 1488 1030 1032 1490 1032 1034 1492 1034 1036 1494 1036 1038 1496 1038 1040 1498 1040 1042 1500 1042 38 1523 66 91 1524 91 47 1727 1266 1267 1728 1267 1268 1729 1268 30 1761 34 1272 1762 1272 1273 1763 1273 1271 1770 186 191 1775 35 1277 1776 1277 1278 1777 1278 1276 1786 203 191 1787 202 203 1815 1281 1282 1816 1282 1283 1817 1283 38 1825 440 40 1826 40 499 1827 450 451 1828 451 449 1829 449 428 1842 202 201 1843 201 195 1844 195 31 1845 428 67 1846 67 456 1847 456 440 1848 499 492 1849 492 485 1850 485 478 1851 478 471 1852 471 459 1853 459 41 1854 41 538 1855 538 541

1856 541 544

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1857 544 545 1858 545 535 1859 535 516 1860 31 259 1861 259 251 1862 251 243 1863 243 235 1864 235 227 1865 227 219 1866 219 32 1867 32 647 1868 647 665 1869 665 667 1870 667 659 1871 659 657 1872 657 655 1876 41 1242 1877 1242 1244 1878 40 1284 1879 1284 1285 1880 39 1184 1881 1184 1185 1882 31 1088 1883 1088 1120 1884 32 1102 1885 1102 1127 1888 2 1046 1889 1046 1027 1890 1027 1 1891 1 1371 1892 4 1375 1893 3 1376 1894 13 1381 1895 20 1341 1896 22 1336 1897 23 1331 1898 19 772 1899 772 753 1900 753 6 1901 6 834 1902 834 823 1903 823 812 1904 812 793 1905 793 7 1906 7 1356 1907 8 1351 1908 9 1346 1909 24 1295 1910 10 1290 1913 20 1322 1914 6 1357 1915 23 1304 1916 9 1006 1917 1006 995 1918 995 984 1919 984 973 1920 973 962 1921 962 951 1922 951 932 1923 932 13 1924 7 920

1925 920 909

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1926 909 898 1927 898 887 1928 887 876 1929 876 865 1930 865 846 1931 846 4 1932 3 1364 1933 8 1313 1934 1288 1293 1935 1289 1291 1936 1290 1289 1937 1291 1288 1938 1292 1294 1939 1293 1292 1940 1294 28 1941 1295 1296 1942 1296 1297 1943 1297 1298 1944 1298 1299 1945 1299 1300 1946 1300 1301 1947 1301 1302 1948 1302 1303 1949 1303 10 1950 1304 1305 1951 1305 1306 1952 1306 1307 1953 1307 1308 1954 1308 1309 1955 1309 1310 1956 1310 1311 1957 1311 1312 1958 1312 9 1959 1313 1314 1960 1314 1315 1961 1315 1316 1962 1316 1317 1963 1317 1318 1964 1318 1319 1965 1319 1320 1966 1320 1321 1967 1321 22 1968 1322 1323 1969 1323 1324 1970 1324 1325 1971 1325 1326 1972 1326 1327 1973 1327 1328 1974 1328 1329 1975 1329 1330 1976 1330 6 1977 1331 1332 1978 1332 1333 1979 1333 1334 1980 1334 1335 1981 1335 24 1982 1336 1337 1983 1337 1338 1984 1338 1339 1985 1339 1340 1986 1340 23

1987 1341 1342

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1988 1342 1343 1989 1343 1344 1990 1344 1345 1991 1345 22 1992 1346 1347 1993 1347 1348 1994 1348 1349 1995 1349 1350 1996 1350 10 1997 1351 1352 1998 1352 1353 1999 1353 1354 2000 1354 1355 2001 1355 9 2002 1356 8 2003 1357 1358 2004 1358 1359 2005 1359 1360 2006 1360 1361 2007 1361 1362 2008 1362 1363 2009 1363 1 2010 1364 1365 2011 1365 1366 2012 1366 1367 2013 1367 1368 2014 1368 1369 2015 1369 1370 2016 1370 8 2017 1371 1372 2018 1372 1373 2019 1373 1374 2020 1374 4 2021 1375 3 2022 1376 1377 2023 1377 1378 2024 1378 1379 2025 1379 1380 2026 1380 13 2027 1381 1382 2028 1382 1383 2029 1383 1384 2030 1384 1385 2031 1385 28ELEMENT INCIDENCES SHELL144 47 68 69 70; 145 68 71 72 69; 147 71 57 73 72; 148 70 69 74 75;149 69 72 76 74; 151 72 73 77 76; 152 75 74 78 79; 153 74 76 80 78;155 76 77 81 80; 156 79 78 82 83; 157 78 80 84 82; 158 80 81 85 84;159 83 82 86 87; 160 82 84 88 86; 161 84 85 89 88; 162 47 70 90 91;163 70 75 92 90; 164 75 79 93 92; 165 79 83 94 93; 166 83 87 95 94;167 87 86 96 95; 168 86 88 97 96; 169 88 89 98 97; 170 89 85 99 98;172 85 81 100 99; 174 90 92 103 101; 175 92 93 104 103; 176 93 94 105 104;177 94 95 106 105; 178 95 96 107 106; 179 96 97 108 107; 180 97 98 109 108;181 98 99 110 109; 183 99 100 111 110; 185 101 103 114 112;186 103 104 115 114; 187 104 105 116 115; 188 105 106 117 116;189 106 107 118 117; 190 107 108 119 118; 191 108 109 120 119;192 109 110 121 120; 194 110 111 122 121; 196 112 114 125 123;197 114 115 126 125; 198 115 116 127 126; 199 116 117 128 127;200 117 118 129 128; 201 118 119 130 129; 202 119 120 131 130;203 120 121 132 131; 205 121 122 133 132; 207 123 125 136 134;208 125 126 137 136; 209 126 127 138 137; 210 127 128 139 138;

211 128 129 140 139; 212 129 130 141 140; 213 130 131 142 141;

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214 131 132 143 142; 216 132 133 144 143; 218 134 136 147 145;219 136 137 148 147; 220 137 138 149 148; 221 138 139 150 149;222 139 140 151 150; 223 140 141 152 151; 224 141 142 153 152;225 142 143 154 153; 227 143 144 155 154; 231 145 147 157 156;233 147 148 158 157; 235 148 149 159 158; 237 149 150 160 159;239 150 151 161 160; 241 151 152 162 161; 243 152 153 163 162;245 153 154 164 163; 246 154 155 30 164; 247 165 144 166; 248 167 77 168;250 169 170 168; 251 171 167 168; 253 172 173 31; 255 57 174 73;256 175 176 177; 257 178 179 180; 258 178 176 181; 259 182 176 183;260 169 77 73; 261 184 185 180; 263 155 186 30; 264 187 188 189;265 178 180 190; 267 165 166 191; 268 192 191 166; 269 188 193 180;270 192 189 185; 272 194 172 195; 273 196 179 181; 274 197 194 198;275 199 176 175; 276 193 111 190; 278 171 200 175; 279 183 190 111;280 188 122 193; 282 184 194 201; 283 178 190 183; 284 193 122 111;285 171 168 170; 286 182 100 81; 287 187 166 144; 290 185 202 203;291 172 31 195; 293 196 204 173; 294 169 174 170; 295 167 81 77;296 165 155 144; 297 192 203 191; 298 197 179 196; 300 199 205 204;301 184 198 194; 302 198 180 179; 303 182 177 176; 304 183 111 100;305 188 133 122; 306 193 190 180; 307 187 133 188; 308 188 180 189;309 199 181 176; 310 175 200 205; 311 184 202 185; 312 185 189 180;313 196 173 172; 314 196 181 204; 315 194 195 201; 316 197 172 194;317 167 177 182; 318 182 183 100; 319 169 73 174; 320 169 168 77;321 178 181 179; 322 178 183 176; 323 167 182 81; 324 171 177 167;325 171 175 177; 326 171 170 200; 327 192 185 203; 328 192 166 189;329 165 186 155; 330 165 191 186; 331 199 204 181; 332 199 175 205;333 184 201 202; 334 184 180 198; 335 187 144 133; 336 187 189 166;337 197 196 172; 338 197 198 179; 340 61 206 207 208; 342 206 209 210 207;344 209 211 212 210; 346 211 213 214 212; 348 213 215 216 214;350 215 217 218 216; 352 217 32 219 218; 353 208 207 220 221;354 207 210 222 220; 355 210 212 223 222; 356 212 214 224 223;357 214 216 225 224; 358 216 218 226 225; 360 218 219 227 226;361 221 220 228 229; 362 220 222 230 228; 363 222 223 231 230;364 223 224 232 231; 365 224 225 233 232; 366 225 226 234 233;368 226 227 235 234; 369 229 228 236 237; 370 228 230 238 236;371 230 231 239 238; 372 231 232 240 239; 373 232 233 241 240;374 233 234 242 241; 376 234 235 243 242; 377 237 236 244 245;378 236 238 246 244; 379 238 239 247 246; 380 239 240 248 247;381 240 241 249 248; 382 241 242 250 249; 384 242 243 251 250;385 245 244 252 253; 386 244 246 254 252; 387 246 247 255 254;388 247 248 256 255; 389 248 249 257 256; 390 249 250 258 257;392 250 251 259 258; 393 253 252 174 57; 394 252 254 170 174;395 254 255 200 170; 396 255 256 205 200; 397 256 257 204 205;398 257 258 173 204; 399 258 259 31 173; 401 43 260 261 262;403 260 263 264 261; 404 263 42 265 264; 405 262 261 266 267;406 261 264 268 266; 407 264 265 269 268; 409 43 262 270 271;410 262 267 272 270; 411 267 266 273 272; 412 266 268 274 273;413 268 269 275 274; 414 269 265 276 275; 416 265 42 277 276;418 271 270 278 279; 419 270 272 280 278; 420 272 273 281 280;421 273 274 282 281; 422 274 275 283 282; 423 275 276 284 283;425 276 277 285 284; 426 279 278 208 61; 427 278 280 221 208;428 280 281 229 221; 429 281 282 237 229; 430 282 283 245 237;431 283 284 253 245; 432 284 285 57 253; 434 44 286 287 288;435 286 42 277 287; 437 44 288 289 290; 438 288 287 291 289;439 287 277 285 291; 440 290 289 68 47; 441 289 291 71 68; 442 291 285 57 71;443 43 260 292 293; 444 260 263 294 292; 445 263 42 295 294;446 293 292 296 297; 447 292 294 298 296; 448 294 295 299 298;449 43 293 300 301; 450 293 297 302 300; 451 297 296 303 302;452 296 298 304 303; 453 298 299 305 304; 454 299 295 306 305;457 300 302 310 308; 458 302 303 311 310; 459 303 304 312 311;460 304 305 313 312; 461 305 306 314 313; 464 308 310 318 316;465 310 311 319 318; 466 311 312 320 319; 467 312 313 321 320;

468 313 314 322 321; 470 317 316 324 63; 471 316 318 325 324;

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472 318 319 326 325; 473 319 320 327 326; 474 320 321 328 327;475 321 322 329 328; 477 286 306 295 42; 478 44 314 306 286;480 323 322 314 44; 481 59 329 322 323; 483 59 330 331 332; 484 330 44 333 331;485 332 331 334 335; 486 331 333 336 334; 487 335 334 337 338;488 334 336 339 337; 490 59 332 340 341; 491 332 335 342 340;492 335 338 343 342; 493 338 337 344 343; 494 337 339 345 344;495 339 336 346 345; 496 336 333 347 346; 500 341 340 349 350;501 340 342 351 349; 502 342 343 352 351; 503 343 344 353 352;504 344 345 354 353; 505 345 346 355 354; 506 346 347 356 355;509 350 349 358 359; 510 349 351 360 358; 511 351 352 361 360;512 352 353 362 361; 513 353 354 363 362; 514 354 355 364 363;515 355 356 365 364; 518 359 358 367 368; 519 358 360 369 367;520 360 361 370 369; 521 361 362 371 370; 522 362 363 372 371;523 363 364 373 372; 524 364 365 374 373; 527 368 367 376 377;528 367 369 378 376; 529 369 370 379 378; 530 370 371 380 379;531 371 372 381 380; 532 372 373 382 381; 533 373 374 383 382;536 377 376 385 386; 537 376 378 387 385; 538 378 379 388 387;539 379 380 389 388; 540 380 381 390 389; 541 381 382 391 390;542 382 383 392 391; 545 386 385 394 395; 546 385 387 396 394;547 387 388 397 396; 548 388 389 398 397; 549 389 390 399 398;550 390 391 400 399; 551 391 392 401 400; 554 395 394 403 404;555 394 396 405 403; 556 396 397 406 405; 557 397 398 407 406;558 398 399 408 407; 559 399 400 409 408; 560 400 401 410 409;563 404 403 412 38; 565 403 405 413 412; 567 405 406 414 413;569 406 407 415 414; 571 407 408 416 415; 573 408 409 417 416;575 409 410 418 417; 583 356 347 290 47; 584 347 333 44 290; 586 419 420 421;587 422 423 420; 588 424 425 426; 590 427 428 421; 591 429 430 431;593 341 432 59; 595 433 434 432; 597 429 435 436; 598 437 438 436;599 433 350 436; 601 439 440 40; 602 441 442 421; 603 443 425 441;604 427 442 444; 605 431 430 423; 606 443 423 430; 607 445 442 446;608 447 448 395; 610 448 449 444; 612 450 404 38; 614 447 451 448;615 424 377 452; 617 422 439 453; 618 426 425 430; 620 431 423 454;621 427 444 449; 622 446 452 377; 623 448 451 449; 624 445 386 395;625 437 436 350; 627 429 431 455; 628 441 425 452; 629 426 359 368;630 441 452 446; 631 424 368 377; 632 439 40 453; 634 419 456 440;635 422 454 423; 636 443 420 423; 637 433 341 350; 638 436 435 434;639 419 439 420; 640 421 428 456; 641 437 359 426; 642 426 430 438;643 445 444 442; 644 446 377 386; 645 447 450 451; 646 445 395 448;647 422 453 454; 648 422 420 439; 649 427 421 442; 650 427 449 428;651 419 440 439; 652 419 421 456; 653 441 421 420; 654 441 446 442;655 424 426 368; 656 424 452 425; 657 433 432 341; 658 433 436 434;659 445 448 444; 660 445 446 386; 661 429 438 430; 662 431 454 455;663 429 436 438; 664 429 455 435; 665 437 426 438; 666 437 350 359;667 443 441 420; 668 443 430 425; 669 447 404 450; 670 447 395 404;673 41 457 458 459; 675 457 460 461 458; 677 460 462 463 461;679 462 464 465 463; 681 464 466 467 465; 683 466 468 469 467;684 468 63 324 469; 686 459 458 470 471; 687 458 461 472 470;688 461 463 473 472; 689 463 465 474 473; 690 465 467 475 474;691 467 469 476 475; 692 469 324 325 476; 694 471 470 477 478;695 470 472 479 477; 696 472 473 480 479; 697 473 474 481 480;698 474 475 482 481; 699 475 476 483 482; 700 476 325 326 483;702 478 477 484 485; 703 477 479 486 484; 704 479 480 487 486;705 480 481 488 487; 706 481 482 489 488; 707 482 483 490 489;708 483 326 327 490; 710 485 484 491 492; 711 484 486 493 491;712 486 487 494 493; 713 487 488 495 494; 714 488 489 496 495;715 489 490 497 496; 716 490 327 328 497; 718 492 491 498 499;719 491 493 500 498; 720 493 494 501 500; 721 494 495 502 501;722 495 496 503 502; 723 496 497 504 503; 724 497 328 329 504;725 499 498 453 40; 726 498 500 454 453; 727 500 501 455 454;728 501 502 435 455; 729 502 503 434 435; 730 503 504 432 434;731 504 329 59 432; 732 505 506 507; 733 508 509 507; 734 510 508 511;

735 512 507 509; 736 513 511 508; 737 514 507 506; 740 35 515 516;

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741 517 518 512; 742 517 519 520; 743 521 457 41; 744 522 513 523;746 513 524 523; 747 525 526 527; 748 528 506 527; 749 529 530 526;750 531 466 523; 752 531 524 532; 753 468 532 63; 754 529 533 534;756 529 535 533; 758 536 537 533; 759 536 533 535; 761 519 521 538;762 539 509 510; 764 534 540 528; 766 525 519 541; 767 522 464 510;769 542 514 543; 770 534 533 537; 773 526 544 545; 774 522 523 466;777 508 546 547; 778 521 41 538; 779 548 460 457; 781 514 506 549;782 512 518 507; 783 528 549 506; 784 505 527 506; 785 536 515 537;786 529 545 535; 787 531 468 466; 788 513 547 524; 789 525 520 519;790 505 518 520; 791 517 512 548; 792 539 462 460; 793 542 507 514;794 510 509 508; 795 528 540 549; 796 528 527 530; 797 525 544 526;798 526 530 527; 799 539 512 509; 800 510 464 462; 801 519 538 541;802 517 521 519; 803 548 457 521; 804 548 512 460; 805 531 532 468;806 531 523 524; 807 542 508 507; 808 514 549 543; 809 542 546 508;810 542 543 546; 811 513 508 547; 812 522 511 513; 813 534 528 530;814 534 537 540; 815 529 526 545; 816 529 534 530; 817 522 510 511;818 522 466 464; 819 536 516 515; 820 536 535 516; 821 525 541 544;822 525 527 520; 823 539 460 512; 824 539 510 462; 825 505 520 527;826 505 507 518; 827 517 520 518; 828 517 548 521; 830 316 317 45 308;831 308 45 301 300; 836 552 551 553 554; 837 551 532 524 553;838 554 553 555 556; 839 553 524 557 555; 840 556 555 558 559;841 555 557 560 558; 843 45 552 561 562; 844 552 554 563 561;845 554 556 564 563; 846 556 559 565 564; 847 559 558 566 565;848 558 560 567 566; 849 560 557 568 567; 850 557 524 547 568;852 562 561 569 570; 853 561 563 571 569; 854 563 564 572 571;855 564 565 573 572; 856 565 566 574 573; 857 566 567 575 574;858 567 568 576 575; 859 568 547 546 576; 861 570 569 577 578;862 569 571 579 577; 863 571 572 580 579; 864 572 573 581 580;865 573 574 582 581; 866 574 575 583 582; 867 575 576 584 583;868 576 546 543 584; 870 578 577 585 586; 871 577 579 587 585;872 579 580 588 587; 873 580 581 589 588; 874 581 582 590 589;875 582 583 591 590; 876 583 584 592 591; 877 584 543 549 592;879 586 585 593 594; 880 585 587 595 593; 881 587 588 596 595;882 588 589 597 596; 883 589 590 598 597; 884 590 591 599 598;885 591 592 600 599; 886 592 549 540 600; 888 594 593 601 602;889 593 595 603 601; 890 595 596 604 603; 891 596 597 605 604;892 597 598 606 605; 893 598 599 607 606; 894 599 600 608 607;895 600 540 537 608; 897 602 601 609 610; 898 601 603 611 609;899 603 604 612 611; 900 604 605 613 612; 901 605 606 614 613;902 606 607 615 614; 903 607 608 616 615; 904 608 537 515 616;906 610 609 617 33; 908 609 611 618 617; 910 611 612 619 618;912 612 613 620 619; 914 613 614 621 620; 916 614 615 622 621;918 615 616 623 622; 919 616 515 35 623; 920 532 551 63; 921 552 45 317;922 551 552 317 63; 925 624 625 626; 926 627 628 629; 927 630 631 632;928 633 634 635; 930 636 206 61; 931 627 209 637; 932 638 206 636;933 639 640 631; 934 638 637 209; 935 627 637 641; 936 630 642 631;937 630 634 643; 938 644 634 645; 939 624 642 643; 941 646 647 32;942 648 629 631; 943 635 634 649; 944 650 649 651; 945 652 649 644;947 653 651 654; 950 655 656 34; 952 653 657 651; 954 640 658 632;955 625 646 217; 957 650 659 635; 958 645 632 658; 960 641 660 639;961 648 626 215; 962 630 632 645; 964 640 661 658; 965 650 651 657;967 644 645 662; 969 641 637 663; 970 629 213 211; 971 646 32 217;973 664 665 647; 974 653 655 657; 976 652 666 654; 977 638 663 637;978 627 211 209; 979 624 643 664; 981 633 667 665; 982 625 215 626;983 626 631 642; 984 644 649 634; 985 645 658 662; 986 639 661 640;987 640 632 631; 988 652 651 649; 989 644 662 666; 990 633 643 634;991 635 659 667; 992 648 213 629; 993 629 628 631; 994 664 647 646;995 633 665 664; 996 625 217 215; 997 624 646 625; 998 639 660 661;999 639 631 628; 1000 638 636 663; 1001 638 209 206; 1002 630 643 642;1003 630 645 634; 1004 641 639 628; 1005 641 663 660; 1006 650 635 649;1007 650 657 659; 1008 627 629 211; 1009 627 641 628; 1010 653 656 655;

1011 653 654 656; 1012 633 664 643; 1013 633 635 667; 1014 648 215 213;

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No. de documento:

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1015 648 631 626; 1016 652 654 651; 1017 652 644 666; 1018 624 664 646;1019 624 626 642; 1025 45 670 672 562; 1026 670 669 673 672;1027 669 671 674 673; 1028 671 43 271 674; 1029 562 672 675 570;1030 672 673 676 675; 1031 673 674 677 676; 1032 674 271 279 677;1033 570 675 678 578; 1034 675 676 679 678; 1035 676 677 680 679;1036 677 279 61 680; 1037 45 670 669 301; 1038 301 669 671 43; 1041 680 681 61;1042 682 683 684; 1043 594 602 685; 1044 679 681 680; 1045 679 686 681;1046 682 686 679; 1047 687 684 683; 1048 602 610 688; 1049 610 689 688;1050 610 33 689; 1051 602 688 685; 1052 690 691 687; 1053 690 687 586;1054 683 578 586; 1055 683 678 578; 1056 682 678 683; 1057 687 691 684;1058 690 685 691; 1059 687 683 586; 1060 690 594 685; 1061 690 586 594;1062 682 679 678; 1063 682 684 686; 1064 692 693 694; 1065 695 696 697;1066 698 699 700; 1067 701 686 702; 1068 703 658 704; 1069 705 706 700;1071 33 707 689; 1072 708 660 709; 1073 710 711 712; 1074 713 714 715;1075 713 716 701; 1076 61 681 636; 1077 717 718 696; 1078 719 717 720;1079 721 722 723; 1080 724 725 692; 1082 717 726 720; 1083 727 728 729;1085 656 730 34; 1086 731 720 726; 1087 731 654 720; 1088 732 696 718;1089 733 694 693; 1090 734 735 685; 1091 736 737 738; 1092 736 689 737;1093 739 711 702; 1094 740 697 732; 1095 719 666 732; 1096 741 696 695;1097 721 723 742; 1098 735 728 691; 1099 701 716 681; 1100 715 709 660;1102 743 744 692; 1103 740 706 705; 1104 698 708 709; 1105 745 661 708;1106 719 720 654; 1109 696 746 747; 1110 727 711 728; 1111 739 702 684;1113 743 742 748; 1114 733 729 722; 1115 710 709 715; 1116 708 661 660;1117 738 737 707; 1118 734 722 735; 1119 735 729 728; 1120 739 691 728;1121 731 656 654; 1122 717 747 726; 1123 727 699 712; 1124 710 714 711;1126 741 695 749; 1127 732 697 696; 1129 724 692 750; 1130 705 725 695;1131 740 732 704; 1132 732 666 662; 1133 745 708 706; 1134 703 662 658;1135 716 636 681; 1136 713 663 636; 1137 743 721 742; 1138 738 748 742;1139 733 693 699; 1140 735 722 729; 1141 693 725 700; 1142 698 712 699;1143 693 700 699; 1144 692 725 693; 1145 745 658 661; 1146 698 706 708;1147 713 701 714; 1148 715 660 663; 1149 724 695 725; 1150 692 744 750;1151 702 686 684; 1152 702 711 714; 1153 734 723 722; 1154 735 691 685;1155 737 689 707; 1156 736 688 689; 1157 736 723 734; 1158 734 685 688;1159 701 702 714; 1160 701 681 686; 1161 717 696 747; 1162 719 718 717;1163 719 732 718; 1164 719 654 666; 1165 698 700 706; 1166 710 712 698;1167 731 730 656; 1168 731 726 730; 1169 727 712 711; 1170 727 729 699;1171 745 704 658; 1172 740 704 745; 1173 721 694 733; 1174 733 699 729;1175 724 749 695; 1176 724 750 749; 1177 710 715 714; 1178 710 698 709;1179 713 636 716; 1180 713 715 663; 1181 705 695 697; 1182 705 700 725;1183 740 705 697; 1184 740 745 706; 1185 703 732 662; 1186 703 704 732;1187 741 746 696; 1188 741 749 746; 1189 721 733 722; 1190 743 694 721;1191 738 742 723; 1192 738 707 748; 1193 743 692 694; 1194 743 748 744;1195 739 728 711; 1196 739 684 691; 1197 736 734 688; 1198 736 738 723;1202 6 751 752 753; 1204 751 754 755 752; 1206 754 756 757 755;1208 756 758 759 757; 1210 758 760 761 759; 1212 760 762 763 761;1214 762 764 765 763; 1216 764 766 767 765; 1218 766 768 769 767;1220 753 752 771 772; 1221 752 755 773 771; 1222 755 757 774 773;1223 757 759 775 774; 1224 759 761 776 775; 1225 761 763 777 776;1226 763 765 778 777; 1227 765 767 779 778; 1228 767 769 780 779;1230 772 771 782 19; 1231 771 773 783 782; 1232 773 774 784 783;1233 774 775 785 784; 1234 775 776 786 785; 1235 776 777 787 786;1236 777 778 788 787; 1237 778 779 789 788; 1238 779 780 790 789;1240 7 791 792 793; 1241 791 794 795 792; 1242 794 796 797 795;1243 796 798 799 797; 1244 798 800 801 799; 1245 800 802 803 801;1246 802 804 805 803; 1247 804 806 807 805; 1248 806 808 809 807;1250 808 66 810 809; 1251 793 792 811 812; 1252 792 795 813 811;1253 795 797 814 813; 1254 797 799 815 814; 1255 799 801 816 815;1256 801 803 817 816; 1257 803 805 818 817; 1258 805 807 819 818;1259 807 809 820 819; 1261 809 810 821 820; 1262 812 811 822 823;1263 811 813 824 822; 1264 813 814 825 824; 1265 814 815 826 825;1266 815 816 827 826; 1267 816 817 828 827; 1268 817 818 829 828;

1269 818 819 830 829; 1270 819 820 831 830; 1272 820 821 832 831;

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No. de documento:

MC-836.097-F-023

1273 823 822 833 834; 1274 822 824 835 833; 1275 824 825 836 835;1276 825 826 837 836; 1277 826 827 838 837; 1278 827 828 839 838;1279 828 829 840 839; 1280 829 830 841 840; 1281 830 831 842 841;1283 831 832 843 842; 1284 834 833 751 6; 1285 833 835 754 751;1286 835 836 756 754; 1287 836 837 758 756; 1288 837 838 760 758;1289 838 839 762 760; 1290 839 840 764 762; 1291 840 841 766 764;1292 841 842 768 766; 1293 842 843 39 768; 1294 39 843 145 156;1295 843 832 134 145; 1296 832 821 123 134; 1297 821 810 112 123;1298 810 66 101 112; 1299 66 91 90 101; 1300 418 410 843 39;1301 410 401 832 843; 1302 401 392 821 832; 1303 392 383 810 821;1304 810 383 374 66; 1305 66 374 365 91; 1306 4 844 845 846;1307 844 847 848 845; 1308 847 849 850 848; 1309 849 851 852 850;1310 851 853 854 852; 1311 853 855 856 854; 1312 855 857 858 856;1313 857 859 860 858; 1314 859 861 862 860; 1315 861 67 863 862;1316 846 845 864 865; 1317 845 848 866 864; 1318 848 850 867 866;1319 850 852 868 867; 1320 852 854 869 868; 1321 854 856 870 869;1322 856 858 871 870; 1323 858 860 872 871; 1324 860 862 873 872;1325 862 863 874 873; 1326 865 864 875 876; 1327 864 866 877 875;1328 866 867 878 877; 1329 867 868 879 878; 1330 868 869 880 879;1331 869 870 881 880; 1332 870 871 882 881; 1333 871 872 883 882;1334 872 873 884 883; 1335 873 874 885 884; 1336 876 875 886 887;1337 875 877 888 886; 1338 877 878 889 888; 1339 878 879 890 889;1340 879 880 891 890; 1341 880 881 892 891; 1342 881 882 893 892;1343 882 883 894 893; 1344 883 884 895 894; 1345 884 885 896 895;1346 887 886 897 898; 1347 886 888 899 897; 1348 888 889 900 899;1349 889 890 901 900; 1350 890 891 902 901; 1351 891 892 903 902;1352 892 893 904 903; 1353 893 894 905 904; 1354 894 895 906 905;1355 895 896 907 906; 1356 898 897 908 909; 1357 897 899 910 908;1358 899 900 911 910; 1359 900 901 912 911; 1360 901 902 913 912;1361 902 903 914 913; 1362 903 904 915 914; 1363 904 905 916 915;1364 905 906 917 916; 1365 906 907 918 917; 1366 909 908 919 920;1367 908 910 921 919; 1368 910 911 922 921; 1369 911 912 923 922;1370 912 913 924 923; 1371 913 914 925 924; 1372 914 915 926 925;1373 915 916 927 926; 1374 916 917 928 927; 1375 917 918 929 928;1376 920 919 791 7; 1377 919 921 794 791; 1378 921 922 796 794;1379 922 923 798 796; 1380 923 924 800 798; 1381 924 925 802 800;1382 925 926 804 802; 1383 926 927 806 804; 1384 927 928 808 806;1385 928 929 66 808; 1387 13 930 931 932; 1389 930 933 934 931;1391 933 935 936 934; 1393 935 937 938 936; 1395 937 939 940 938;1397 939 941 942 940; 1399 941 943 944 942; 1401 943 945 946 944;1403 945 947 948 946; 1404 947 41 949 948; 1405 932 931 950 951;1406 931 934 952 950; 1407 934 936 953 952; 1408 936 938 954 953;1409 938 940 955 954; 1410 940 942 956 955; 1411 942 944 957 956;1412 944 946 958 957; 1413 946 948 959 958; 1414 948 949 960 959;1415 951 950 961 962; 1416 950 952 963 961; 1417 952 953 964 963;1418 953 954 965 964; 1419 954 955 966 965; 1420 955 956 967 966;1421 956 957 968 967; 1422 957 958 969 968; 1423 958 959 970 969;1424 959 960 971 970; 1425 962 961 972 973; 1426 961 963 974 972;1427 963 964 975 974; 1428 964 965 976 975; 1429 965 966 977 976;1430 966 967 978 977; 1431 967 968 979 978; 1432 968 969 980 979;1433 969 970 981 980; 1434 970 971 982 981; 1435 973 972 983 984;1436 972 974 985 983; 1437 974 975 986 985; 1438 975 976 987 986;1439 976 977 988 987; 1440 977 978 989 988; 1441 978 979 990 989;1442 979 980 991 990; 1443 980 981 992 991; 1444 981 982 993 992;1445 984 983 994 995; 1446 983 985 996 994; 1447 985 986 997 996;1448 986 987 998 997; 1449 987 988 999 998; 1450 988 989 1000 999;1451 989 990 1001 1000; 1452 990 991 1002 1001; 1453 991 992 1003 1002;1454 992 993 1004 1003; 1455 995 994 1005 1006; 1456 994 996 1007 1005;1457 996 997 1008 1007; 1458 997 998 1009 1008; 1459 998 999 1010 1009;1460 999 1000 1011 1010; 1461 1000 1001 1012 1011; 1462 1001 1002 1013 1012;1463 1002 1003 1014 1013; 1464 1003 1004 1015 1014; 1466 1006 1005 1016 9;

1468 1005 1007 1017 1016; 1470 1007 1008 1018 1017; 1472 1008 1009 1019 1018;

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No. de documento:

MC-836.097-F-023

1474 1009 1010 1020 1019; 1476 1010 1011 1021 1020; 1478 1011 1012 1022 1021;1480 1012 1013 1023 1022; 1482 1013 1014 1024 1023; 1483 1014 1015 49 1024;1485 1 1025 1026 1027; 1487 1025 1028 1029 1026; 1489 1028 1030 1031 1029;1491 1030 1032 1033 1031; 1493 1032 1034 1035 1033; 1495 1034 1036 1037 1035;1497 1036 1038 1039 1037; 1499 1038 1040 1041 1039; 1501 1040 1042 1043 1041;1503 1027 1026 1045 1046; 1504 1026 1029 1047 1045; 1505 1029 1031 1048 1047;1506 1031 1033 1049 1048; 1507 1033 1035 1050 1049; 1508 1035 1037 1051 1050;1509 1037 1039 1052 1051; 1510 1039 1041 1053 1052; 1511 1041 1043 1054 1053;1513 1046 1045 1056 2; 1514 1045 1047 1057 1056; 1515 1047 1048 1058 1057;1516 1048 1049 1059 1058; 1517 1049 1050 1060 1059; 1518 1050 1051 1061 1060;1519 1051 1052 1062 1061; 1520 1052 1053 1063 1062; 1521 1053 1054 1064 1063;1568 1076 1075 1114 1071; 1569 1075 1078 1115 1114; 1570 1078 1080 1116 1115;1571 1080 1082 1117 1116; 1572 1082 1084 1118 1117; 1573 1084 1086 1119 1118;1574 1086 1088 1120 1119; 1575 1088 1090 1121 1120; 1576 1090 1092 1122 1121;1577 1092 1094 1123 1122; 1578 1094 1096 1124 1123; 1579 1096 1098 1125 1124;1580 1098 1100 1126 1125; 1581 1100 1102 1127 1126; 1582 1102 1104 1128 1127;1583 1104 1106 1129 1128; 1584 1106 1108 1130 1129; 1585 1108 1110 1131 1130;1586 1110 1112 1132 1131; 1588 35 1133 1134 623; 1589 1133 1065 1135 1134;1590 623 1134 1136 622; 1591 1134 1135 1137 1136; 1592 622 1136 1138 621;1593 1136 1137 1139 1138; 1594 621 1138 1140 620; 1595 1138 1139 1141 1140;1596 620 1140 1142 619; 1597 1140 1141 1143 1142; 1598 619 1142 1144 618;1599 1142 1143 1145 1144; 1600 618 1144 1146 617; 1601 1144 1145 1147 1146;1602 617 1146 1148 33; 1603 1146 1147 1149 1148; 1604 33 1148 1150 707;1605 1148 1149 1151 1150; 1606 707 1150 1152 748; 1607 1150 1151 1153 1152;1608 748 1152 1154 744; 1609 1152 1153 1155 1154; 1610 744 1154 1156 750;1611 1154 1155 1157 1156; 1612 750 1156 1158 749; 1613 1156 1157 1159 1158;1614 749 1158 1160 746; 1615 1158 1159 1161 1160; 1616 746 1160 1162 747;1617 1160 1161 1163 1162; 1618 747 1162 1164 726; 1619 1162 1163 1165 1164;1620 726 1164 1166 730; 1621 1164 1165 1167 1166; 1622 730 1166 1168 34;1623 1166 1167 1067 1168; 1624 1055 1169 1170 1171; 1625 1169 38 412 1170;1626 1171 1170 1172 1173; 1627 1170 412 413 1172; 1628 1173 1172 1174 1175;1629 1172 413 414 1174; 1630 1175 1174 1176 1177; 1631 1174 414 415 1176;1632 1177 1176 1178 1179; 1633 1176 415 416 1178; 1634 1179 1178 1180 1181;1635 1178 416 417 1180; 1636 1181 1180 1182 1183; 1637 1180 417 418 1182;1638 1183 1182 1184 1185; 1639 1182 418 39 1184; 1640 1185 1184 1186 1187;1641 1184 39 156 1186; 1642 1187 1186 1188 1189; 1643 1186 156 157 1188;1644 1189 1188 1190 1191; 1645 1188 157 158 1190; 1646 1191 1190 1192 1193;1647 1190 158 159 1192; 1648 1193 1192 1194 1195; 1649 1192 159 160 1194;1650 1195 1194 1196 1197; 1651 1194 160 161 1196; 1652 1197 1196 1198 1199;1653 1196 161 162 1198; 1654 1199 1198 1200 1201; 1655 1198 162 163 1200;1656 1201 1200 1202 1203; 1657 1200 163 164 1202; 1658 1203 1202 1204 1068;1659 1202 164 30 1204; 1662 1205 1073 1208 1206; 1665 1206 1208 1211 1209;1668 1209 1211 1214 1212; 1671 1212 1214 1217 1215; 1674 1215 1217 1220 1218;1677 1218 1220 1223 1221; 1683 1224 1226 1229 1227; 1686 1227 1229 1232 1230;1689 1230 1232 1235 1233; 1692 1233 1235 1238 1236; 1695 1236 1238 1241 1239;1698 1239 1241 1244 1242; 1701 1242 1244 1247 1245; 1704 1245 1247 1250 1248;1707 1248 1250 1253 1251; 1710 1251 1253 1256 1254; 1713 1254 1256 1259 1257;1716 1257 1259 1262 1260; 1718 1260 1262 1072 1263; 1719 769 768 39 1184;1720 780 769 1184 1185; 1721 1043 1042 38 1169; 1722 1054 1043 1169 1055;1730 1204 30 1268; 1731 1268 30 1076; 1732 1068 1267 1266; 1733 1267 1071 1266;1734 1267 1268 1076 1071; 1735 1068 1204 1268 1267; 1736 186 1075 1076 30;1737 191 1078 1075 186; 1738 203 1080 1078 191; 1739 202 1082 1080 203;1740 201 1084 1082 202; 1741 195 1086 1084 201; 1742 31 1088 1086 195;1743 259 1090 1088 31; 1744 251 1092 1090 259; 1745 243 1094 1092 251;1746 235 1096 1094 243; 1747 227 1098 1096 235; 1748 219 1100 1098 227;1749 32 1102 1100 219; 1750 647 1104 1102 32; 1751 665 1106 1104 647;1752 667 1108 1106 665; 1753 659 1110 1108 667; 1754 657 1112 1110 659;1764 1168 1272 34; 1765 1272 1113 34; 1766 1273 1271 1070; 1767 1067 1271 1273;1768 1168 1067 1273 1272; 1769 1272 1273 1070 1113; 1778 1072 1278 1277 1263;1779 1278 1065 1133 1277; 1780 1263 1277 35; 1781 1277 1133 35;1782 1072 1276 1278; 1783 1276 1065 1278; 1784 1263 35 516 1260;

1785 1260 516 535 1257; 1788 1257 535 545 1254; 1789 1254 545 544 1251;

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No. de documento:

MC-836.097-F-023

1790 1251 544 541 1248; 1794 1239 459 471 1236; 1795 1236 471 478 1233;1796 1233 478 485 1230; 1797 1230 485 492 1227; 1798 1227 492 499 1224;1801 1248 541 538 1245; 1802 1245 538 41 1242; 1803 1242 41 459 1239;1804 1206 450 38 1205; 1805 1209 451 450 1206; 1806 1212 449 451 1209;1807 1215 428 449 1212; 1809 1218 456 428 1215; 1818 1282 1283 1169 1055;1819 1282 1073 1205 1283; 1820 1281 1282 1055; 1821 1281 1073 1282;1822 1205 38 1283; 1823 1283 38 1169; 1832 1218 1221 440 456;1833 1221 1284 40 440; 1834 1223 1285 1284 1221; 1835 1285 1226 1224 1284;1836 1284 1224 499 40; 1838 657 655 1286 1112; 1839 655 34 1113 1286;1840 1112 1286 1287 1132; 1841 1286 1113 1070 1287; 1886 365 356 91;1887 356 47 91;ELEMENT PROPERTY1202 1204 1206 1208 1210 1212 1214 1216 1218 1220 TO 1228 1230 TO 1238 1240 -1241 TO 1248 1250 TO 1259 1261 TO 1270 1272 TO 1281 1283 TO 1293 1306 TO 1385 -1387 1389 1391 1393 1395 1397 1399 1401 1403 TO 1464 1466 1468 1470 1472 -1474 1476 1478 1480 1482 1483 1485 1487 1489 1491 1493 1495 1497 1499 1501 -1503 TO 1511 1513 TO 1521 1719 TO 1722 THICKNESS 0.2144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 1886 THICKNESS 0.11887 THICKNESS 0.1931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 THICKNESS 0.1DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.21467e+009POISSON 0.17DENSITY 2402.62ALPHA 1e-005DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY AMERICAN25 TO 30 33 TO 36 126 127 1201 1203 1205 1207 1209 1211 1213 1215 1386 1388 -1390 1392 1394 1396 1398 1400 1465 1467 1469 1471 1473 1475 1477 1479 1481 -1484 1486 1488 1490 1492 1494 1496 1498 1500 PRIS YD 0.3 ZD 0.3MEMBER PROPERTY AMERICAN37 40 43 TO 46 51 TO 53 55 62 83 TO 85 91 92 95 96 100 102 107 108 146 150 -154 171 182 193 204 215 226 228 230 232 234 236 238 240 242 244 249 252 254 -277 292 299 339 341 343 345 347 349 400 402 408 415 417 424 433 436 482 489 -499 508 517 526 535 544 553 562 564 566 568 570 572 574 585 592 594 596 616 -619 626 671 674 676 678 680 682 738 739 745 751 757 763 768 775 776 780 842 -851 860 869 878 887 896 905 907 909 911 913 915 917 923 924 929 946 948 949 -953 959 963 966 968 975 1070 1081 1084 1101 1107 1108 1112 1125 1128 1199 -1200 1217 1249 1260 1271 1282 1402 1523 1524 1727 TO 1729 1761 TO 1763 1770 -

1775 TO 1777 1786 1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 1876 TO 1884 -

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No. de documento:

MC-836.097-F-023

1885 PRIS YD 0.4 ZD 0.3MEMBER PROPERTY1888 TO 1910 1913 TO 2031 PRIS YD 0.41 ZD 0.25CONSTANTSMATERIAL CONCRETE ALLSUPPORTS2 3 10 13 19 20 22 TO 24 28 FIXED BUT MX MY MZ KFX 452353 KFY 452353 KFZ 4523531 4 6 TO 9 753 772 793 812 823 834 846 865 876 887 898 909 920 932 951 962 -973 984 995 1006 1027 1046 1288 TO 1384 -1385 FIXED BUT FX FZ MX MY MZ KFY 452353LOAD 1 LOADTYPE Dead TITLE PESO PROPIOSELFWEIGHT Y -1 LIST 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 144 TO 172 174 TO 183 185 TO 194 196 -197 TO 205 207 TO 216 218 TO 228 230 TO 261 263 TO 265 267 TO 270 272 TO 280 -282 TO 287 290 TO 350 352 TO 358 360 TO 366 368 TO 374 376 TO 382 -384 TO 390 392 TO 454 457 TO 461 464 TO 468 470 TO 475 477 478 480 TO 496 -499 TO 506 508 TO 515 517 TO 524 526 TO 533 535 TO 542 544 TO 551 -553 TO 560 562 TO 575 583 TO 588 590 TO 599 601 TO 608 610 612 614 TO 632 -634 TO 671 673 TO 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 -718 TO 754 756 TO 759 761 TO 764 766 TO 770 773 TO 828 830 831 836 TO 939 -941 TO 950 952 TO 955 957 TO 971 973 TO 979 981 TO 1019 1025 TO 1038 1041 -1042 TO 1218 1220 TO 1228 1230 TO 1238 1240 TO 1501 1503 TO 1511 1513 TO 1521 -1523 1524 1568 TO 1586 1588 TO 1659 1662 1665 1668 1671 1674 1677 1683 1686 -1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 1718 TO 1722 1727 TO 1754 -1761 TO 1770 1775 TO 1790 1794 TO 1798 1801 TO 1807 1809 1815 TO 1823 1825 -1826 TO 1829 1832 TO 1836 1838 TO 1872 1876 TO 1885LOAD 2 LOADTYPE Dead TITLE CARGA MUERTAELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR -215931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR -215LOAD 3 LOADTYPE Live TITLE CVMELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -

601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -

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No. de documento:

MC-836.097-F-023

677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR -40931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR -40LOAD 4 LOADTYPE Live TITLE CVRELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR -20931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR -20LOAD 5 LOADTYPE Live TITLE SX*PESO PROPIO*SELFWEIGHT X 1 LIST 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 144 TO 172 174 TO 183 185 TO 194 196 -197 TO 205 207 TO 216 218 TO 228 230 TO 261 263 TO 265 267 TO 270 272 TO 280 -282 TO 287 290 TO 350 352 TO 358 360 TO 366 368 TO 374 376 TO 382 -384 TO 390 392 TO 454 457 TO 461 464 TO 468 470 TO 475 477 478 480 TO 496 -499 TO 506 508 TO 515 517 TO 524 526 TO 533 535 TO 542 544 TO 551 -553 TO 560 562 TO 575 583 TO 588 590 TO 599 601 TO 608 610 612 614 TO 632 -634 TO 671 673 TO 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 -718 TO 754 756 TO 759 761 TO 764 766 TO 770 773 TO 828 830 831 836 TO 939 -941 TO 950 952 TO 955 957 TO 971 973 TO 979 981 TO 1019 1025 TO 1038 1041 -1042 TO 1218 1220 TO 1228 1230 TO 1238 1240 TO 1501 1503 TO 1511 1513 TO 1521 -1523 1524 1568 TO 1586 1588 TO 1659 1662 1665 1668 1671 1674 1677 1683 1686 -1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 1718 TO 1722 1727 TO 1754 -1761 TO 1770 1775 TO 1790 1794 TO 1798 1801 TO 1807 1809 1815 TO 1823 1825 -1826 TO 1829 1832 TO 1836 1838 TO 1872 1876 TO 1885SELFWEIGHT Z 1 LIST 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 144 TO 172 174 TO 183 185 TO 194 196 -197 TO 205 207 TO 216 218 TO 228 230 TO 261 263 TO 265 267 TO 270 272 TO 280 -282 TO 287 290 TO 350 352 TO 358 360 TO 366 368 TO 374 376 TO 382 -384 TO 390 392 TO 454 457 TO 461 464 TO 468 470 TO 475 477 478 480 TO 496 -499 TO 506 508 TO 515 517 TO 524 526 TO 533 535 TO 542 544 TO 551 -553 TO 560 562 TO 575*CARGA MUERTA*

ELEMENT LOAD

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No. de documento:

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144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GX 215931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GX 215ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GZ 215931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GZ 215*CVM*ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -

916 918 TO 922 925 TO 928 930 PR GX 40

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No. de documento:

MC-836.097-F-023

931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GX 40ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GZ 40931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GZ 40*CVR*ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GX 20931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GX 20ELEMENT LOAD144 145 147 TO 149 151 TO 153 155 TO 170 172 174 TO 181 183 185 TO 192 194 -196 TO 203 205 207 TO 214 216 218 TO 225 227 231 233 235 237 239 241 243 -245 TO 248 250 251 253 255 TO 261 263 TO 265 267 TO 270 272 TO 276 -278 TO 280 282 TO 287 290 291 293 TO 298 300 TO 338 340 342 344 346 348 350 -352 TO 358 360 TO 366 368 TO 374 376 TO 382 384 TO 390 392 TO 399 401 403 -404 TO 407 409 TO 414 416 418 TO 423 425 TO 432 434 435 437 TO 454 -

457 TO 461 464 TO 468 470 TO 475 477 478 480 481 483 TO 488 490 TO 496 500 -

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No. de documento:

MC-836.097-F-023

501 TO 506 509 TO 515 518 TO 524 527 TO 533 536 TO 542 545 TO 551 554 TO 560 -563 565 567 569 571 573 575 583 584 586 TO 588 590 591 593 595 597 TO 599 -601 TO 608 610 612 614 615 617 618 620 TO 625 627 TO 632 634 TO 670 673 675 -677 679 681 683 684 686 TO 692 694 TO 700 702 TO 708 710 TO 716 718 TO 737 -740 TO 744 746 TO 750 752 TO 754 756 758 759 761 762 764 766 767 769 770 -773 774 777 TO 779 781 TO 828 830 831 836 TO 841 843 TO 850 852 TO 859 861 -862 TO 868 870 TO 877 879 TO 886 888 TO 895 897 TO 904 906 908 910 912 914 -916 918 TO 922 925 TO 928 930 PR GZ 20931 TO 939 941 TO 945 947 950 952 954 955 957 958 960 TO 962 964 965 967 969 -970 TO 971 973 974 976 TO 979 981 TO 1019 1025 TO 1038 1041 TO 1069 -1071 TO 1080 1082 1083 1085 TO 1100 1102 TO 1106 1109 TO 1111 1113 TO 1124 -1126 1127 1129 TO 1198 1294 TO 1305 1568 TO 1586 1588 TO 1659 1662 1665 1668 -1671 1674 1677 1683 1686 1689 1692 1695 1698 1701 1704 1707 1710 1713 1716 -1718 1730 TO 1754 1764 TO 1769 1778 TO 1785 1788 TO 1790 1794 TO 1798 1801 -1802 TO 1807 1809 1818 TO 1823 1832 TO 1836 1838 TO 1841 PR GZ 20SPECTRUM SRSS X 1 ACC SCALE 9.81 DAMP 0.05 LIN SAVE0 0.047; 0.1 0.107; 0.269 0.159; 0.3 0.155; 0.4 0.144; 0.5 0.135; 0.6 0.127;0.7 0.119; 0.8 0.113; 0.922 0.1; 0.961 0.101; 1 0.097; 1.1 0.087; 1.2 0.079;1.3 0.073; 1.4 0.068; 1.5 0.063; 1.6 0.0569; 1.7 0.055; 1.8 0.052; 1.9 0.049;2 0.047; 2.1 0.038; 2.2 0.032; 2.3 0.027; 2.4 0.022; 2.5 0.019; 2.6 0.016;2.7 0.014; 2.8 0.012; 2.9 0.011; 3 0.009; 3.1 0.008; 3.2 0.007;LOAD 6 LOADTYPE Seismic TITLE SISMO ZSPECTRUM SRSS Z 1 ACC SCALE 9.81 DAMP 0.05 LIN SAVE0 0.047; 0.1 0.107; 0.269 0.159; 0.3 0.155; 0.4 0.144; 0.5 0.135; 0.6 0.127;0.7 0.119; 0.8 0.113; 0.922 0.1; 0.961 0.101; 1 0.097; 1.1 0.087; 1.2 0.079;1.3 0.073; 1.4 0.068; 1.5 0.063; 1.6 0.0569; 1.7 0.055; 1.8 0.052; 1.9 0.049;2 0.047; 2.1 0.038; 2.2 0.032; 2.3 0.027; 2.4 0.022; 2.5 0.019; 2.6 0.016;2.7 0.014; 2.8 0.012; 2.9 0.011; 3 0.009; 3.1 0.008; 3.2 0.007;LOAD COMB 7 1.4PP+1.4CM1 1.4 2 1.4 LOAD COMB 8 1.2PP+1.2CM+1.6CVM1 1.2 2 1.2 4 1.6 LOAD COMB 9 1.2PP+1.2CM+1.0CVI+1.0SX+0.33SZ1 1.2 2 1.2 4 1.0 5 1.0 6 0.33 LOAD COMB 10 1.2PP+1.2CM+1.0CVI+1.0SX-0.33SZ1 1.2 2 1.2 4 1.0 5 1.0 6 -0.33 LOAD COMB 11 1.2PP+1.2CM+1.0CVI-1.0SX+0.33SZ1 1.2 2 1.2 4 1.0 5 -1.0 6 0.33 LOAD COMB 12 1.2PP+1.2CM+1.0CVI-1.0SX-0.33SZ1 1.2 2 1.2 4 1.0 5 -1.0 6 -0.33 LOAD COMB 13 1.2PP+1.2CM+1.0CVI+0.33SX+1.0SZ1 1.2 2 1.2 4 1.0 5 0.33 6 1.0 LOAD COMB 14 1.2PP+1.2CM+1.0CVI+0.33SX-1.0SZ1 1.2 2 1.2 4 1.0 5 0.33 6 -1.1 LOAD COMB 15 1.2PP+1.2CM+1.0CVI-0.33SX+1.1SZ1 1.2 2 1.2 4 1.0 5 -0.33 6 1.1 LOAD COMB 16 1.2PP+1.2CM+1.0CVI-0.33SX-1.1SZ1 1.2 2 1.2 4 1.0 5 -0.33 6 -1.1 LOAD COMB 17 0.9PP+0.9CM+1.0SX+0.33SZ1 0.9 2 0.9 5 1.0 6 0.33 LOAD COMB 18 0.9PP+0.9CM+1.0SX-0.33SZ1 0.9 2 0.9 5 1.0 6 -0.33 LOAD COMB 19 0.9PP+0.9CM-1.0SX+0.33SZ1 0.9 2 0.9 5 -1.0 6 0.33 LOAD COMB 20 0.9PP+0.9CM-1.0SX-0.33SZ1 0.9 2 0.9 5 -1.0 6 -0.33 LOAD COMB 21 0.9PP+0.9CM+0.33SX+1.0SZ1 0.9 2 0.9 5 0.33 6 1.0 LOAD COMB 22 0.9PP+0.9CM+0.33SX-1.0SZ1 0.9 2 0.9 5 0.33 6 -1.0 LOAD COMB 23 0.9PP+0.9CM-0.33SX+1.0SZ

1 0.9 2 0.9 5 -0.33 6 1.0

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No. de documento:

MC-836.097-F-023

LOAD COMB 24 0.9PP+0.9CM-0.33SX-1.0SX1 0.9 2 0.9 5 -0.33 6 -1.0 PERFORM ANALYSIS PRINT ALLSTART CONCRETE DESIGNCODE ACIFC 2.5e+006 MEMB 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 91 -92 95 96 100 102 107 108 126 127 146 150 154 171 182 193 204 215 226 228 -230 232 234 236 238 240 242 244 249 252 254 277 292 299 339 341 343 345 347 -349 400 402 408 415 417 424 433 436 482 489 499 508 517 526 535 544 553 562 -564 566 568 570 572 574 585 592 594 596 616 619 626 671 674 676 678 680 682 -738 739 745 751 757 763 768 775 776 780 842 851 860 869 878 887 896 905 907 -909 911 913 915 917 923 924 929 946 948 949 953 959 963 966 968 975 1070 -1081 1084 1101 1107 1108 1112 1125 1128 1199 TO 1201 1203 1205 1207 1209 -1211 1213 1215 1217 1249 1260 1271 1282 1386 1388 1390 1392 1394 1396 1398 -1400 1402 1465 1467 1469 1471 1473 1475 1477 1479 1481 1484 1486 1488 1490 -1492 1494 1496 1498 1500 1523 1524 1727 TO 1729 1761 TO 1763 1770 -1775 TO 1777 1786 1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 1876 TO 1885FYMAIN 4.2e+007 MEMB 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 146 150 154 171 182 193 204 215 226 228 -230 232 234 236 238 240 242 244 249 252 254 277 292 299 339 341 343 345 347 -349 400 402 408 415 417 424 433 436 482 489 499 508 517 526 535 544 553 562 -564 566 568 570 572 574 585 592 594 596 616 619 626 671 674 676 678 680 682 -738 739 745 751 757 763 768 775 776 780 842 851 860 869 878 887 896 905 907 -909 911 913 915 917 923 924 929 946 948 949 953 959 963 966 968 975 1070 -1081 1084 1101 1107 1108 1112 1125 1128 1199 TO 1201 1203 1205 1207 1209 -1211 1213 1215 1217 1249 1260 1271 1282 1386 1388 1390 1392 1394 1396 1398 -1400 1402 1465 1467 1469 1471 1473 1475 1477 1479 1481 1484 1486 1488 1490 -1492 1494 1496 1498 1500 1523 1524 1727 TO 1729 1761 TO 1763 1770 -1775 TO 1777 1786 1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 1876 TO 1885FYSEC 4.2e+007 MEMB 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 -91 92 95 96 100 102 107 108 126 127 146 150 154 171 182 193 204 215 226 228 -230 232 234 236 238 240 242 244 249 252 254 277 292 299 339 341 343 345 347 -349 400 402 408 415 417 424 433 436 482 489 499 508 517 526 535 544 553 562 -564 566 568 570 572 574 585 592 594 596 616 619 626 671 674 676 678 680 682 -738 739 745 751 757 763 768 775 776 780 842 851 860 869 878 887 896 905 907 -909 911 913 915 917 923 924 929 946 948 949 953 959 963 966 968 975 1070 -1081 1084 1101 1107 1108 1112 1125 1128 1199 TO 1201 1203 1205 1207 1209 -1211 1213 1215 1217 1249 1260 1271 1282 1386 1388 1390 1392 1394 1396 1398 -1400 1402 1465 1467 1469 1471 1473 1475 1477 1479 1481 1484 1486 1488 1490 -1492 1494 1496 1498 1500 1523 1524 1727 TO 1729 1761 TO 1763 1770 -1775 TO 1777 1786 1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 1876 TO 1885TRACK 0 MEMB 25 TO 30 33 TO 37 40 43 TO 46 51 TO 53 55 62 83 TO 85 91 92 95 -96 100 102 107 108 126 127 146 150 154 171 182 193 204 215 226 228 230 232 -234 236 238 240 242 244 249 252 254 277 292 299 339 341 343 345 347 349 400 -402 408 415 417 424 433 436 482 489 499 508 517 526 535 544 553 562 564 566 -568 570 572 574 585 592 594 596 616 619 626 671 674 676 678 680 682 738 739 -745 751 757 763 768 775 776 780 842 851 860 869 878 887 896 905 907 909 911 -913 915 917 923 924 929 946 948 949 953 959 963 966 968 975 1070 1081 1084 -1101 1107 1108 1112 1125 1128 1199 TO 1201 1203 1205 1207 1209 1211 1213 -1215 1217 1249 1260 1271 1282 1386 1388 1390 1392 1394 1396 1398 1400 1402 -1465 1467 1469 1471 1473 1475 1477 1479 1481 1484 1486 1488 1490 1492 1494 -1496 1498 1500 1523 1524 1727 TO 1729 1761 TO 1763 1770 1775 TO 1777 1786 -1787 1815 TO 1817 1825 TO 1829 1842 TO 1872 1876 TO 1885END CONCRETE DESIGN

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No. de documento:

MC-836.097-F-023

8. REFERENCIA BIBLIOGRÁFICA

I. Instituto americano del conreto. (ACI 318-05).

II. Normas Técnicas Complementarias del Distrito Federal sobre criterios y acciones para el diseño estructural de las edificaciones, 2004, Gaceta oficial del Distrito Federal. Tomo II. No 103-bis., México D.F., México.

III. NRF-138-PEMEX-2006: Diseño de estructuras de concreto, edición 2006, Comité de normalización de petróleos mexicanos y organismos subsidiarios, México.

IV. NRF-137-PEMEX-2006: Diseño de estructuras de Acero, edición 2006, Comité de normalización de petróleos mexicanos y organismos subsidiarios, México.

V. P.2.0131.02: Especificación técnica para proyecto de obra, PEMEX, edición 2000, Unidad de normatividad técnica, Subdirección de tecnología y desarrollo profesional, México.

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VI. Reglamento de Construcciones del Municipio del Centro, estado de Tabasco, edición 2007, periódico Oficial del Estado de Tabasco, Villahermosa, Tabasco, México.

VII. Aspectos Fundamentales de Concreto Reforzado, edición 2005, Gonzáles Cuevas y Robles, Editorial Limusa, Cuarta Edición, México DF., México.

VII.Diseño Estructural, edición 2000 Roberto Meli Piralla, Editorial Limusa, México D.F., México.

VIII.Mecánica de Suelos y Cimentaciones, edición 2004, Carlos Crespo Villalaz, Editorial Limusa, Quinta edición. México D.F., México.

IX. IMCA. Manual de Construcción en Acero. Instituto Mexicano de Construcción en Acero. A.C.

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