Informe Centro Cultural La Roldos Edf2

DISTRITO METROPOLITANO DE QUITO

ADMINISTRACIÓN ZONAL LA DELICIA

PROYECTO:

CENTRO CULTURAL LA ROLDOS-PISULI FASE I

MEMORIA DE CÁLCULO

EDIFICIO 2

DISEÑO ESTRUCTURAL

ING. PATRICIO CASTILLO

UBICACIÓN: PARROQUIA COTOCOLLAO

BARRIO LA ROLDÓS

MAYO 2012

RVA Consultores Memoria de Cálculo – Centro Cultural La Roldós

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TABLA DE CONTENIDO

1. ANTECEDENTES .................................................................................................................................... 3

2. DESCRIPCIÓN GENERAL DEL PROYECTO ............................................................................................... 3

3. DESCRIPCIÓN ESTRUCTURAL ................................................................................................................ 4

4. PROPIEDADES DE LOS MATERIALES ..................................................................................................... 5

5. CARGAS DE DISEÑO UTILIZADAS .......................................................................................................... 6

6. ANÁLISIS ESTRUCTURAL ....................................................................................................................... 8

6.1 RELACIÓN DE MASAS EN LA PARTICIPACIÓN MODAL ................................................................ 10

6.2 CHEQUEO DE DERIVAS ............................................................................................................... 11

7. DISEÑO ESTRUCTURAL ....................................................................................................................... 13

7.1 ANÁLISIS COMBINADO DE ESTADOS DE CARGA ........................................................................ 13

7.2 DISEÑO DE LA ESTRUCTURA METÁLICA ..................................................................................... 14

8. DISEÑO DE LA CIMENTACIÓN ............................................................................................................. 15

ANEXOS

ANEXO 1 : DETALLE DEL ANÁLISIS ESTRUCTURAL

ANEXO 2 : DETALLE DEL DISEÑO EN HORMIGÓN ARMADO

ANEXO 3 : DETALLE DEL ANÁLISIS Y DISEÑO DE LA CIMENTACIÓN


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MEMORIA DESCRIPTIVA DEL ANÁLISIS

Y DISEÑO ESTRUCTURAL

1. ANTECEDENTES El presente documento tiene como propósito demostrar el análisis y diseño estructural sismo resistente de una estructura en hormigón armado.

Por los requerimientos urbanos y sociales, de acuerdo a las circunstancias actuales; el Municipio del Distrito Metropolitano de Quito mediante La Administración Zonal La Delicia, decidió diseñar y construir una estructura en hormigón armado que sirva como Centro Cultural, ubicada en la Parroquia Cotocollao, Barrio La Roldós en el norte del Distrito Metropolitano de Quito; por lo que decidió contratar mediante concurso público, a través del sistema nacional de compras públicas, el análisis y diseño estructural de la estructura, mediante contrato No. 004‐CDC‐AZLD‐2012, el cual fue adjudicado al Ing. Patricio Castillo, ingeniero civil especializado en cálculo estructural sismo resistente.

2. DESCRIPCIÓN GENERAL DEL PROYECTO De acuerdo al requerimiento arquitectónico se ha concebido una estructura de forma rectangular, por razones estructurales se la dividió en dos. El edificio 2 está destinado principalmente para ser una sala de auditorio, una sala de música y una de reuniones. Es una estructura que tiene una losa de entre piso (parcial) y otra de techo. El acceso a la losa de entre piso es una rampa inclinada. Las dimensiones de la estructura son: largo = 24.00 m, ancho = 14.00 m y altura de entre piso = 3.80 m en el sector donde no se ubica la sala de auditorio, donde la altura libre en el punto más alto es de 7.30 m y en el punto más bajo de 5.40 m.

A continuación se presentan esquemas tridimensionales de la estructura mencionada.

Fig. 1: Isometría Estructural


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Fig. 2: Fachada Frontal

Fig. 3: Fachada Lateral

3. DESCRIPCIÓN ESTRUCTURAL Se trata de un sistema estructural de pórticos espaciales sismo resistente, conformado por columnas y vigas; tanto en sentido “Y” como “X”, conformando ejes ortogonales entre sí. El sistema plantea la formación de nudos semi‐rígidos en la unión de columnas con vigas, para así formar rótulas plásticas en la viga y poder asegurar el fiel cumplimiento a la filosofía de diseño sismo resistente planteada por el Código Ecuatoriano de la Construcción.

Tanto la losa de entre piso como la losa de cubierta, son losas bi‐direccionales alivianadas, mediante casetones o bloques de alivianamiento de 40x40x20 cm. La losas tienen un peralte de 25.00 cm, compuestas por una loseta de hormigón de 5.00 cm de alto y nervios, con refuerzo tanto positivo como negativo en su interior, de 20.00 cm de alto y 10.00 cm de ancho. Las losas están apoyadas en las vigas que se unen a las columnas.

Las columnas a su vez, descargan todos los esfuerzos sobre plintos de hormigón armado. Estos por su parte transmiten las cargas al suelo, de forma adecuada y uniforme; salvaguardando la integridad física tanto de la estructura como del suelo de cimentación.

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5. CARGAS DE DISEÑO UTILIZADAS Las cargas utilizadas fueron:

Carga Muerta : Peso propio de los materiales

Carga Viva : Variable de acuerdo al uso del espacio dentro de la edificación

Carga Muerta Adicional : 100 kg/m2 para losa entre piso y 50 kg/m2 para losa de cubierta.

Cargas por sismo estático : Coeficiente de cortante basal = 0.1733 V tanto para el sentido “X” como para el sentido “Y”.

Cargas por espectro de respuesta sísmica (ver detalle de cálculo en la sección 7).

A continuación se presenta una tabla con las asignaciones de carga a los elementos tipo losa; pertenecientes a la estructura.

CASO PISO ELEMENTO DE ÁREA

TIPO DE ELEMENTO DIRECCIÓN

CARGA Kg/m2

CV P2 F25 Floor Gravity 100.0000 CV P2 F26 Floor Gravity 100.0000 CV P2 F27 Floor Gravity 100.0000 CV P2 F28 Floor Gravity 100.0000 CV P2 F29 Floor Gravity 100.0000 CV P2 F30 Floor Gravity 100.0000 CV P2 F31 Floor Gravity 100.0000 CV P2 F32 Floor Gravity 100.0000 CV P1 F16 Floor Gravity 450.0000 CV P1 F17 Floor Gravity 450.0000 CV P1 F18 Floor Gravity 450.0000 CV P1 F20 Floor Gravity 205.0000 CV P1 F21 Floor Gravity 205.0000 CV P1 F22 Floor Gravity 450.0000 CV P1 F24 Floor Gravity 450.0000 CV P1 F29 Floor Gravity 450.0000 CMA P2 F25 Floor Gravity 50.0000 CMA P2 F26 Floor Gravity 50.0000 CMA P2 F27 Floor Gravity 50.0000 CMA P2 F28 Floor Gravity 50.0000 CMA P2 F29 Floor Gravity 50.0000 CMA P2 F30 Floor Gravity 50.0000 CMA P2 F31 Floor Gravity 50.0000 CMA P2 F32 Floor Gravity 50.0000 CMA P1 F16 Floor Gravity 100.0000 CMA P1 F17 Floor Gravity 100.0000 CMA P1 F18 Floor Gravity 100.0000 CMA P1 F20 Floor Gravity 100.0000 CMA P1 F21 Floor Gravity 100.0000 CMA P1 F22 Floor Gravity 100.0000 CMA P1 F24 Floor Gravity 100.0000 CMA P1 F29 Floor Gravity 100.0000 CV P1 R5 Ramp Gravity 450.0000 CV PT R6 Ramp Gravity 450.0000 CMA P1 R5 Ramp Gravity 100.0000 CMA PT R6 Ramp Gravity 100.0000

A continuación se presenta figuras con las asignaciones de carga en los elementos tipo losa.


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Fig. 5: Piso 1 – Carga Viva

Fig. 6: Piso 1 – Carga Muerta Adicional

Fig. 7: Piso 2 – Carga Viva

Fig. 8: Piso 2 – Carga Muerta Adicional


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6. ANÁLISIS ESTRUCTURAL Para el análisis estructural de la edificación se contempla un análisis riguroso, que permita evaluar si la capacidad de los elementos estructurales propuestos en el pre‐diseño y posterior diseño son los adecuados para resistir las condiciones más desfavorables que puedan presentarse durante la vida útil de la estructura.

Como efectos principales se ha considerado solicitaciones debidas a cargas verticales (permanentes y sobrecargas accidentales, análisis modal espectral). El análisis y diseño estructural cumple con las especificaciones del Código Ecuatoriano de la construcción CEC 2001, ACI 318‐05.

Para el análisis y diseño estructural se utilizó la ayuda del programa computacional ETABS v.9.7; que permitió realizar el análisis de diversos modelos estructurales, hasta conseguir las mejores condiciones en lo que respecta a los esfuerzos y desplazamientos de la estructura, previo al proceso de diseño estructural.

CALCULO DEL ESPECTRO SÍSMICO DE RESPUESTA

DATOS

Tipo de Edificación: Estructura de Hormigón Armado Para Centro Cultural

Ubicación: Sector La Roldós, Quito ‐ Ecuador

Destino de la Edificación: Centro Cultural

1.‐ Factor en Función de la Zona Sísmica (Z)

I 0.15

ZONA: IV II 0.25

FACTOR: 0.40 III 0.30

IV 0.40

2.‐ Tipo de Uso, Destino e Importancia de la Estructura

I = 1.30

3.‐ Coeficiente del Suelo S y Coeficiente Cm

a) Periodo de vibración de la estructura (T)

Ct = 0.09 Pórticos de acero

Ct = 0.08 Pórticos espaciales de H.A.

Ct = 0.08 Ct = 0.06 Pórticos espaciales de H.A. con muros

b) Altura máxima de la edificación de n pisos, medida desde la base de la estructura (hn)

hn = 7.60 m


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T = 0.3662 seg

c) Perfil del suelo Perfil Tipo S Cm

S = 1.2 S1 1.0 2.5

Cm = 3 S2 1.2 3.0

S3 1.5 2.8

C = 4.248 S4 2.0 2.5

4.‐ Coeficiente de Reducción de Respuesta Estructural ( R )

R = 9.00

5.‐ Irregularidades en Planta (ΦP)

a) Irregularidad torsional no 1.00 ΦPA= 1.00

b) Retrocesos excesivos no 1.00

c) Discontinuidades en el sistema piso no 1.00

d) Desplazamiento planos de acción no 1.00 ΦPB= 1.00

e) Ejes no paralelos no 1.00

Φp = 1.00

6.‐ Irregularidades en Elevación (ΦE)

Pórtico espacial y pórticos con vigas banda? no

Sistemas duales o con diagonales? si

1. Piso blando no 1.00 ΦEA= 1.00

2. Distribución de masas no 1.00

3. Irregularidad geométrica no 1.00 ΦEB= 1.00

4. Desalineamientos en ejes verticales no 1.00

5. Piso débil no 1.00 ΦEC= 1.00

ΦE = 1.00

7.‐ Datos para el cortante basal y espectro de respuesta

Z = 0.4

I = 1.30

C = 3.00

ΦE = 1.00

ΦP = 1.00

R= 9.00

V = 0.1733 W


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PRIMER CHEQUEO DEL ANÁLISIS ESTRUCTURAL

6.1 RELACIÓN DE MASAS EN LA PARTICIPACIÓN MODAL

Mode Period RX RY RZ SumRX SumRY SumRZ

1 0.4553055 99.50805 1.096623E‐02 0.021626 99.50805 1.096623E‐02 0.021626

2 0.3178472 4.968355E‐03 93.24791 5.047766 99.51302 93.25887 5.069392

3 0.2925748 1.558706E‐02 3.84456 74.7523 99.52861 97.10343 79.82169

4 0.122333 5.028507E‐02 2.026711E‐03 1.449598 99.5789 97.10546 81.27129

5 8.425277E‐02 3.359088E‐04 3.004545E‐03 3.486285E‐02 99.57923 97.10847 81.30616

6 7.889047E‐02 1.897161E‐03 1.592068 3.514947 99.58112 98.70053 84.82111

7 7.211542E‐02 0.0151323 0.447263 4.177613 99.59626 99.1478 88.99872

8 6.445125E‐02 6.469078E‐03 1.145588E‐03 0.6408916 99.60273 99.14894 89.63961

9 6.223976E‐02 0.1311971 0.2845409 0.6097378 99.73392 99.43348 90.24934

10 5.113736E‐02 4.925997E‐03 4.630778E‐04 0.2145717 99.73885 99.43394 90.46392

11 4.823881E‐02 0.156769 2.715253E‐02 4.916472 99.89561 99.4611 95.38039

12 0.0425219 1.924769E‐03 3.313783E‐03 3.124966E‐03 99.89754 99.46441 95.38351

Para el primer y segundo modo de vibración se cumple que: ∑Rx + ∑Ry ≥ 90

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

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Ca

PERÍODO T (seg)

ESPECTRO ELÁSTICO vs ESPECTRO INELÁSTICO

Elastico

Inelástico


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6.2 CHEQUEO DE DERIVAS

Se comprueba que las derivas de piso no sean mayor a: Δmax = 0.02

Para este caso R = 9

A lo largo del análisis se realizó ajustes, tanto en los factores de mayoración del sismo estático calculado por el programa y el sismo estático calculado a mano, y posteriormente se ajusto los factores del espectro de respuesta de diseño con el sismo estático.

A continuación se presentan los cálculos de ajuste de los mencionados factores.

Coeficiente del Cortante Basal Inicial Calculado: V= 0.1733 * W

1. ‐ Story Shears sin Corrección:

Story Load Loc P VX VY

P1 CM Top 306.59 ‐4.8391E‐08 2.619E‐11

P1 CM Bottom 339.26 ‐4.8391E‐08 2.6273E‐11

P1 CV Top 85.93 ‐5.8712E‐08 ‐3.9447E‐11

P1 CV Bottom 97.23 ‐5.8712E‐08 ‐3.934E‐11

P1 CMA Top 29.57 ‐1.1767E‐08 ‐5.3344E‐12

P1 CMA Bottom 32.09 ‐1.1767E‐08 ‐5.3445E‐12

P1 SXE Top 0.00 ‐66.63266 5.8829E‐11

P1 SXE Bottom 0.00 ‐66.63266 5.889E‐11

P1 SYE Top 0.00 ‐6.7155E‐08 ‐66.63266

P1 SYE Bottom 0.00 ‐6.7155E‐08 ‐66.63266

P1 SXD Top 0.00 58.21642 1.287188

P1 SXD Bottom 0.00 58.21642 1.287188

P1 SYD Top 0.00 1.420835 66.61304

P1 SYD Bottom 0.00 1.420835 66.61304

X Y Z

P2 Max Drift X SXE 989 2640 0 760 0.00196867 0.01772

P2 Max Drift Y SXE 246 2990 1370 760 5.6018E‐05 0.00050

P2 Max Drift X SYE 229 0 0 760 2.0667E‐05 0.00019

P2 Max Drift Y SYE 1219 2990 60 760 0.0022369 0.02013

P2 Max Drift X SXD 996 2140 0 760 0.00206964 0.01863

P2 Max Drift Y SXD 231 0 1370 760 0.00035337 0.00318

P2 Max Drift X SYD 1034 40 0 760 0.00010052 0.00090

P2 Max Drift Y SYD 1207 2990 160 760 0.00246863 0.02222

P1 Max Drift X SXE 229 0 0 380 0.00189529 0.01706

P1 Max Drift Y SXE 1231 155 940 380 0.00012256 0.00110

P1 Max Drift X SYE 229 0 0 380 3.7339E‐05 0.00034

P1 Max Drift Y SYE 609 2990 710 380 0.00195996 0.01764

P1 Max Drift X SXD 229 0 0 380 0.00196754 0.01771

P1 Max Drift Y SXD 604 0 710 380 0.0003611 0.00325

P1 Max Drift X SYD 229 0 0 380 0.00010758 0.00097

P1 Max Drift Y SYD 609 2990 710 380 0.00212613 0.01914

ΔYPISO ITEM CARGA PUNTOCOORDENADAS

DERIVA X DERIVA Y ΔX


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1.1 ‐ Peso Reactivo de la Estructura 1: Carga Muerta (CM): 339.26 ton

Carga permanente (CMA): 32.09 ton Otra (CMO): 0.00 ton

W = 371.35 ton

1.2 ‐ Cortante Basal Calculado tanto para "x" como para "y": V= 64.367 ton

1.3 ‐ Cortante Basal 1 Calculado por el Programa: Vx= ‐66.633 ton

Vy= ‐66.633 ton

1.4 ‐ Factor de Corrección 1:

fc1x = ‐0.966

fc1y = ‐0.966

2. ‐ Story Shears Corregido Basal Estático:


P1 CM Top 306.59 ‐4.8391E‐08 2.619E‐11

P1 CM Bottom 339.26 ‐4.8391E‐08 2.6273E‐11

P1 CV Top 85.93 ‐5.8712E‐08 ‐3.9447E‐11

P1 CV Bottom 97.23 ‐5.8712E‐08 ‐3.934E‐11

P1 CMA Top 29.57 ‐1.1767E‐08 ‐5.3344E‐12

P1 CMA Bottom 32.09 ‐1.1767E‐08 ‐5.3445E‐12

P1 SXE Top 0.00 ‐64.36179 5.6336E‐11

P1 SXE Bottom 0.00 ‐64.36179 5.6467E‐11

P1 SYE Top 0.00 ‐6.4866E‐08 ‐64.36179

P1 SYE Bottom 0.00 ‐6.4866E‐08 ‐64.36179

P1 SXD Top 0.00 58.21642 1.287188

P1 SXD Bottom 0.00 58.21642 1.287188

P1 SYD Top 0.00 1.420835 66.61304

P1 SYD Bottom 0.00 1.420835 66.61304

2. ‐ Peso Reactivo Corregido de la Estructura:

Carga Muerta (CM): 339.26 ton

Carga permanente (CMA): 32.09 ton

Otra (CMO): 0.00 ton

W = 371.35 ton

2.1 ‐ Cortante Basal Calculado tanto para "x" como para "y":

V= 64.367 ton

2.2 ‐ Cortante Basal 2 Calculado por el Programa:

Vx= ‐64.362 ton Vy= ‐64.362 ton


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2.3 ‐ Factor de Corrección 2:

fc1x = ‐1.000

fc1y = ‐1.000

3 ‐ Factor de Corrección 3 para Cortante Basal Dinámico:

fc3x = ‐1.106

fc3y = ‐0.966

4. ‐ Story Shears Corregido Basal Dinámico:


P1 CM Top 306.59 ‐4.8391E‐08 2.619E‐11

P1 CM Bottom 339.26 ‐4.8391E‐08 2.6273E‐11

P1 CV Top 85.93 ‐5.8712E‐08 ‐3.9447E‐11

P1 CV Bottom 97.23 ‐5.8712E‐08 ‐3.934E‐11

P1 CMA Top 29.57 ‐1.1767E‐08 ‐5.3344E‐12

P1 CMA Bottom 32.09 ‐1.1767E‐08 ‐5.3445E‐12

P1 SXE Top 0.00 ‐64.36179 5.6336E‐11

P1 SXE Bottom 0.00 ‐64.36179 5.6467E‐11

P1 SYE Top 0.00 ‐6.4866E‐08 ‐64.36179

P1 SYE Bottom 0.00 ‐6.4866E‐08 ‐64.36179

P1 SXD Top 0.00 64.3876 1.423635

P1 SXD Bottom 0.00 64.3876 1.423635

P1 SYD Top 0.00 1.372529 64.34831

P1 SYD Bottom 0.00 1.372529 64.34831

4. ‐ Cortante Basal Dinámico Calculado por el Programa:

Vx= 64.388 ton Vy= 64.348 ton

4.1 ‐ Factor de Corrección para el Corte Basal Dinámico:

fc4x = ‐1.000 ok

fc4y = ‐1.000 ok

VER ANEXO 1 para un detalle completo del análisis estructural.

7. DISEÑO ESTRUCTURAL

7.1 ANÁLISIS COMBINADO DE ESTADOS DE CARGA En la fase inicial del análisis estructural, una vez que se ha obtenido un modelo satisfactorio; se determinan los momentos, esfuerzos cortantes y esfuerzos axiales en los elementos


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estructurales para los diversos estados de carga y sus respectivas combinaciones, para luego con estos datos pasar a la fase de diseño estructural.

7.2 DISEÑO DE LA ESTRUCTURA METÁLICA

El análisis y diseño de la estructura en hormigón armado, se rige a la especificación para el diseño de elementos estructurales de hormigón armado ACI 318‐05S. El diseño está fundamentado en la teoría de última resistencia, con las combinaciones de carga correspondientes especificadas por el código en uso.

El hormigón armado es un material estructural en el que se integran las propiedades del hormigón simple y del acero de refuerzo. Para que se produzca ese trabajo integrado es necesario que ambos materiales básicos estén íntimamente unidos e interaccionen a través de las fuerzas de adherencia que se desarrollan en sus superficies de contacto.

Debido a la integración de los materiales (hormigón simple y acero), cuando actúan cargas sobre el hormigón armado, las deformaciones en el acero son similares a las deformaciones del hormigón simple que rodea a las varillas, hecho que ha sido verificado experimentalmente [ACI 10.2.1]. Inclusive cuando el hormigón simple se fisura a causa de exceso de solicitaciones de tracción, en las zonas próximas a esas fisuras se cumple, en promedio, el principio de compatibilidad de deformaciones.

Mientras el acero tiene un comportamiento similar a tracción y a compresión (cuando esta confinado), el hormigón tiene un comportamiento muy diferenciado bajo los 2 tipos de solicitaciones. El hormigón resiste a tracción el 10% o menos de su capacidad a la compresión, e inmediatamente se fisura y deja de soportar cargas [ACI 10.2.5].

Cuando los elementos están sometidos a flexión, parte de las fibras de hormigón armado están solicitadas a compresión y parte a esfuerzos de tracción, con una variación de deformaciones unitarias y de esfuerzos, por lo que los criterios esgrimidos en los dos numerales previos deben ser tomados en consideración simultáneamente.

Al diseñar la estructura se realiza una comparación entre la magnitud de las solicitaciones y la capacidad resistente. En principio, la capacidad resistente debe ser mayor en un cierto porcentaje que la magnitud de las solicitaciones, de modo que el trabajo de la estructura tenga un nivel apropiado de confiabilidad en cuanto al comportamiento, ante las cargas reales de diseño.

Esa diferencia entre las solicitaciones externas y la capacidad resistente interna es la que proporciona los diferentes niveles de seguridad a la estructura. Los estados de carga que actúan permanente o frecuentemente sobre la estructura (cargas gravitacionales) tendrán niveles de seguridad algo más altos que los estados de carga que ocurren muy ocasionalmente (sismos o vientos).

En el diseño por capacidad resistente, las solicitaciones que actúan sobre la estructura se mayoran mediante factores apropiados para que las acciones exteriores sean comparables con la capacidad resistente de la estructura, del elemento estructural o de la sección específica de un elemento estructural.

Se consigue un diseño apropiado cuando la magnitud de las Solicitaciones Mayoradas no supera a la Capacidad Resistente


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Parámetros de Diseño para Hormigón Armado

Consider Minimum Eccentricity = Yes Number of Interaction Curves = 24 Number of Interaction Points = 11

Pattern Live Load Factor = 0.750 Utilization Factor Limit = 0.950

Phi (Tension Controlled) = 0.900 Phi (Comp. Controlled Tied) = 0.650

Phi (Comp. Controlled Spiral) = 0.700 Phi (Shear and/or Torsion) = 0.750

Phi (Shear Seismic) = 0.600 Phi (Shear Joint) = 0.850

VER ANEXO 2 para un detalle completo del diseño estructural en hormigón.

8. DISEÑO DE LA CIMENTACIÓN Para el diseño de la cimentación se tomaron los datos obtenidos del estudio de suelos, en el cual se estableció una capacidad portante del suelo de 10.00 T/m2 y una profundidad de desplante de 2.00 m de profundidad. Para un detalle de las características del suelo de fundación referirse al respectivo estudio de suelos. En base a este estudio y de acuerdo al análisis estructural se procedió a modelar y diseñar la cimentación de la estructura.

Table: Soil Pressures - Enveloping Summary

Panel OutputItem SurfPress OutputCase CaseType GlobalX GlobalY

Tonf/m2 m m

1 MaxPress 2.739 SYE LinStatic 0.00000 0.75000

1 MinPress -9.794 CIM Combination 0.00000 0.75000





4 MaxPress 0.997 SXE LinStatic 0.00000 13.70000




8 MaxPress -0.295 SXE LinStatic 11.00000 13.70000




12 MaxPress -0.295 SXE LinStatic 12.00000 13.70000





2012005-30-ST-XLS-01 Página 16

Table: Soil Pressures - Enveloping Summary

Panel OutputItem SurfPress OutputCase CaseType GlobalX GlobalY

Tonf/m2 m m















En la tabla anterior se puede apreciar tanto el hecho que no existe tracción en el suelo como que todas las presiones sobre el mismo; para los diferentes estados de carga, son menores a 10.00 T/m2.

VER ANEXO 3 para un detalle completo del diseño de la cimentación.

______________________

Ing. Patricio Castillo

ANEXOS

1. DETALLE DEL ANÁLISIS ESTRUCTURAL

2. DETALLE DEL DISEÑO EN HORMIGÓN

ARMADO

3. DETALLE DEL ANÁLISIS Y DISEÑO DE LA

CIMENTACIÓN

ANEXO

DETALLE DEL ANÁLISIS

ESTRUCTURAL

ETABS® v9.7.2 – Análisis Estructural Unidades: Ton‐m Anexo – 1

1

ETABS v9.7.2 File:CC ROLDOS TEATRO 5 Units:Ton-m junio 25, 2012 22:07 PAGE 1

PROJECT INFORMATION

Company Name = AECON AG CONSTRUCTORES S.A.


S T O R Y D A T A

STORY SIMILAR TO HEIGHT ELEVATION

P2 P1 3.800 7.600

P1 None 1.900 3.800

PT P1 1.900 1.900

BASE None 0.000


S T A T I C L O A D C A S E S

STATIC CASE AUTO LAT SELF WT NOTIONAL NOTIONAL

CASE TYPE LOAD MULTIPLIER FACTOR DIRECTION

CM DEAD N/A 1.0000

CV LIVE N/A 0.0000

CMA DEAD N/A 0.0000

SXE QUAKE USER_COEFF 0.0000

SYE QUAKE USER_COEFF 0.0000


R E S P O N S E S P E C T R U M C A S E S

RESP SPEC CASE: SXD

BASIC RESPONSE SPECTRUM DATA

MODAL DIRECTION MODAL SPECTRUM TYPICAL

COMBO COMBO DAMPING ANGLE ECCEN

CQC SRSS 0.0500 0.0000 0.0000

RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT

U1 F1 12.0000

U2 ---- N/A

UZ ---- N/A


2

RESP SPEC CASE: SYD

BASIC RESPONSE SPECTRUM DATA

MODAL DIRECTION MODAL SPECTRUM TYPICAL

COMBO COMBO DAMPING ANGLE ECCEN

CQC SRSS 0.0500 0.0000 0.0000

RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT

U1 ---- N/A

U2 F1 10.9738

UZ ---- N/A


A U T O S E I S M I C U S E R C O E F F I C I E N T

Case: SXE

AUTO SEISMIC INPUT DATA

Direction: X

Typical Eccentricity = 5%

Eccentricity Overrides: No

Period Calculation: Program Calculated

Ct = 0.035 (in feet units)

Top Story: P2

Bottom Story: BASE

C = 0.1635438

K = 1

AUTO SEISMIC CALCULATION FORMULAS

V = C W

AUTO SEISMIC CALCULATION RESULTS

W Used = 395.10

V Used = 0.1635W = 64.62


3

AUTO SEISMIC STORY FORCES

STORY FX FY FZ MX MY MZ

P2 46.72 0.00 0.00 0.000 0.000 -315.633

P1 15.71 0.00 0.00 0.000 0.000 -90.780

PT 2.18 0.00 0.00 0.000 0.000 -20.270


A U T O S E I S M I C U S E R C O E F F I C I E N T

Case: SYE

AUTO SEISMIC INPUT DATA

Direction: Y

Typical Eccentricity = 5%

Eccentricity Overrides: No

Period Calculation: Program Calculated

Ct = 0.035 (in feet units)

Top Story: P2

Bottom Story: BASE

C = 0.1635438

K = 1

AUTO SEISMIC CALCULATION FORMULAS

V = C W

AUTO SEISMIC CALCULATION RESULTS

W Used = 395.10

V Used = 0.1635W = 64.62

AUTO SEISMIC STORY FORCES

STORY FX FY FZ MX MY MZ

P2 0.00 46.72 0.00 0.000 0.000 548.044

P1 0.00 15.71 0.00 0.000 0.000 240.380

PT 0.00 2.18 0.00 0.000 0.000 15.861


M A S S S O U R C E D A T A

MASS LATERAL LUMP MASS

FROM MASS ONLY AT STORIES

Loads Yes Yes


4

M A S S S O U R C E L O A D S

LOAD MULTIPLIER

CM 1.0000

CV 0.2500

CMA 1.0000


A S S E M B L E D P O I N T M A S S E S

STORY UX UY UZ RX RY RZ

P2 2.167E+01 2.167E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00

P1 1.458E+01 1.458E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00

PT 4.039E+00 4.039E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

BASE 1.754E+00 1.754E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

Totals 4.204E+01 4.204E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00


M O D A L P E R I O D S A N D F R E Q U E N C I E S

MODE PERIOD FREQUENCY CIRCULAR FREQ

NUMBER (TIME) (CYCLES/TIME) (RADIANS/TIME)

Mode 1 0.43922 2.27678 14.30543

Mode 2 0.31396 3.18512 20.01271

Mode 3 0.28864 3.46448 21.76796

Mode 4 0.11845 8.44232 53.04463

Mode 5 0.08644 11.56914 72.69107

Mode 6 0.07757 12.89233 81.00489

Mode 7 0.07002 14.28198 89.73633

Mode 8 0.06274 15.93972 100.15224

Mode 9 0.06177 16.18957 101.72209

Mode 10 0.05067 19.73408 123.99285

Mode 11 0.04814 20.77376 130.52540

Mode 12 0.04266 23.43891 147.27103


M O D A L P A R T I C I P A T I N G M A S S R A T I O S

MODE X-TRANS Y-TRANS Z-TRANS RX-ROTN RY-ROTN RZ-ROTN

NUMBER %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM>

Mode 1 0.03 < 0> 83.74 < 84> 0.00 < 0> 99.28 < 99> 0.03 < 0> 0.06 < 0>

Mode 2 75.92 < 76> 0.05 < 84> 0.00 < 0> 0.03 < 99> 96.20 < 96> 0.06 < 0>

Mode 3 1.01 < 77> 0.60 < 84> 0.00 < 0> 0.06 < 99> 0.68 < 97> 78.51 < 79>

Mode 4 0.03 < 77> 8.83 < 93> 0.00 < 0> 0.14 <100> 0.00 < 97> 1.67 < 80>

Mode 5 0.52 < 78> 0.00 < 93> 0.00 < 0> 0.00 <100> 0.01 < 97> 0.02 < 80>

Mode 6 9.50 < 87> 0.29 < 94> 0.00 < 0> 0.01 <100> 1.63 < 99> 4.23 < 85>

Mode 7 7.86 < 95> 0.17 < 94> 0.00 < 0> 0.03 <100> 0.63 < 99> 3.93 < 88>

Mode 8 0.04 < 95> 1.18 < 95> 0.00 < 0> 0.02 <100> 0.00 < 99> 0.67 < 89>

Mode 9 0.03 < 95> 1.62 < 96> 0.00 < 0> 0.15 <100> 0.19 < 99> 0.66 < 90>

Mode 10 0.00 < 95> 0.17 < 97> 0.00 < 0> 0.01 <100> 0.00 < 99> 0.24 < 90>

Mode 11 0.00 < 95> 0.99 < 98> 0.00 < 0> 0.15 <100> 0.02 < 99> 5.16 < 95>


5

Mode 12 0.00 < 95> 0.01 < 98> 0.00 < 0> 0.00 <100> 0.00 < 99> 0.01 < 95>


M O D A L L O A D P A R T I C I P A T I O N R A T I O S

(STATIC AND DYNAMIC RATIOS ARE IN PERCENT)

TYPE NAME STATIC DYNAMIC

Load CM 12.0960 5.6371

Load CV 5.3706 6.3449

Load CMA 8.7864 3.1387

Load SXE 99.9954 99.4082

Load SYE 99.9998 99.8972

Accel UX 99.9655 94.9370

Accel UY 99.9960 97.6412

Accel UZ 0.0000 0.0000

Accel RX 99.9998 99.8972

Accel RY 99.9954 99.4082

Accel RZ 101.8510 95.2008


TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN

LOAD FX FY FZ MX MY MZ

CM -5.446E-08 9.720E-11 3.593E+02 2.404E+03 -4.482E+03 6.729E-07

CV -5.304E-08 6.155E-11 1.085E+02 7.487E+02 -1.558E+03 6.524E-07

CMA -1.152E-08 1.629E-11 3.460E+01 2.377E+02 -4.773E+02 1.420E-07

SXE -6.462E+01 2.459E-11 1.700E-08 2.107E-07 -4.190E+02 4.267E+02

SYE -1.108E-08 -6.462E+01 6.060E-09 4.190E+02 -1.704E-07 -8.043E+02

SXD 6.269E+01 2.137E+00 1.662E-08 1.059E+01 4.266E+02 4.197E+02

SYD 1.954E+00 6.194E+01 6.511E-09 4.130E+02 1.121E+01 7.732E+02


S T O R Y F O R C E S

STORY LOAD P VX VY T MX MY

P2 SXE 3.619E-14 -4.672E+01 3.087E-11 3.156E+02 -1.249E-10 -1.776E+02

P1 SXE 1.700E-08 -6.244E+01 2.460E-11 4.064E+02 2.107E-07 -2.962E+02

PT SXE 4.471E+00 -1.160E+01 -7.759E-01 -3.036E+02 6.292E+01 -3.302E+02

P2 SYE 3.652E-13 4.052E-11 -4.672E+01 -5.480E+02 1.776E+02 1.436E-10

P1 SYE 6.060E-09 -1.108E-08 -6.244E+01 -7.884E+02 2.962E+02 -1.494E-07

PT SYE 3.562E-02 5.364E-01 -2.224E+01 -7.363E+02 3.331E+02 1.067E+00

P2 SXD 3.066E-13 5.099E+01 1.395E+00 3.590E+02 5.302E+00 1.938E+02

P1 SXD 1.662E-08 6.206E+01 2.009E+00 4.170E+02 7.398E+00 3.089E+02

PT SXD 4.528E+00 1.257E+01 2.592E+00 3.245E+02 5.797E+01 3.384E+02

P2 SYD 1.980E-13 1.389E+00 4.772E+01 5.531E+02 1.813E+02 5.278E+00

P1 SYD 6.511E-09 1.899E+00 6.124E+01 7.634E+02 2.961E+02 7.947E+00

PT SYD 3.504E-01 3.384E+00 2.157E+01 7.284E+02 3.316E+02 7.750E+00


6


STORY DRIFTS

STORY DIRECTION LOAD MAX DRIFT

P2 X SXE 1/785

P1 X SXE 1/1157

PT X SXE 1/1825

P2 Y SYE 1/494

P1 Y SYE 1/565

PT Y SYE 1/881

P2 X SXD 1/726

P1 X SXD 1/1103

PT X SXD 1/1774

P2 Y SYD 1/487

P1 Y SYD 1/567

PT Y SYD 1/898

ANEXO

DETALLE DEL DISEÑO EN

HORMIGÓN ARMADO

ETABS® v9.7.2 Concrete Frame Design Design Summary Output ACI 318-05/IBC 2003 Units: Ton-m

Anexo – 2

1

Concrete Column Design - P-M-M Interaction & Shear Design


Story Column Section Column PMM Ratio Flexural Shear22 Shear33

Level Line Name End or Rebar % Rebar Area Rebar Area Rebar Area

P2 C33 CH40X80.2 Top 0.428 3.768E-03 3.368E-04 6.696E-04

P2 C33 CH40X80.2 Bottom 0.297 3.768E-03 3.368E-04 6.696E-04

P1 C33 CH40X80.2 Top 0.158 3.768E-03 3.348E-04 6.696E-04

P1 C33 CH40X80.2 Bottom 0.160 3.768E-03 3.348E-04 6.696E-04

PT C33 CH40X80.2 Top 0.150 3.768E-03 3.348E-04 6.696E-04

PT C33 CH40X80.2 Bottom 0.255 3.768E-03 3.348E-04 6.696E-04

P2 C35 CH40X80.2 Top 0.536 3.768E-03 3.348E-04 6.836E-04

P2 C35 CH40X80.2 Bottom 0.379 3.768E-03 3.348E-04 6.836E-04

P1 C35 CH40X80.2 Top 0.173 3.768E-03 3.348E-04 7.638E-04

P1 C35 CH40X80.2 Bottom 0.444 3.768E-03 3.348E-04 7.638E-04

PT C35 CH40X80.2 Top 0.323 3.768E-03 3.778E-04 8.765E-04


P2 C36 CH45X100.15 Top Beam/Colum

n capacity ratio

exceeds limit

P2 C36 CH45X100.15 Bottom 0.198 9.120E-03 4.257E-04 0.003

P1 C36 CH45X100.15 Top 0.152 9.120E-03 3.766E-04 8.370E-04

P1 C36 CH45X100.15 Bottom 0.146 9.120E-03 3.766E-04 8.370E-04

PT C36 CH45X100.15 Top 0.146 9.120E-03 3.766E-04 8.370E-04


P2 C38 CH45X80.2 Top 0.744 9.120E-03 3.766E-04 0.002

P2 C38 CH45X80.2 Bottom 0.212 9.120E-03 3.766E-04 0.002

P1 C38 CH45X80.2 Top 0.210 9.120E-03 3.766E-04 6.696E-04

P1 C38 CH45X80.2 Bottom 0.245 9.120E-03 4.438E-04 0.000

PT C38 CH45X80.2 Top 0.245 9.120E-03 4.435E-04 0.000

PT C38 CH45X80.2 Bottom 0.404 9.120E-03 4.435E-04 0.000

P2 C39 CH45X100.15 Top 0.694 9.120E-03 4.149E-04 0.003

P2 C39 CH45X100.15 Bottom 0.248 9.120E-03 4.149E-04 0.003

P1 C39 CH45X100.15 Top 0.130 9.120E-03 4.514E-04 8.370E-04

P1 C39 CH45X100.15 Bottom 0.139 9.120E-03 4.514E-04 8.370E-04

PT C39 CH45X100.15 Top 0.139 9.120E-03 4.562E-04 8.370E-04


P2 C41 CH45X80.2 Top 0.701 9.120E-03 3.951E-04 0.002

P2 C41 CH45X80.2 Bottom 0.226 9.120E-03 3.951E-04 0.002

P1 C41 CH45X80.2 Top 0.224 9.120E-03 4.034E-04 6.696E-04

P1 C41 CH45X80.2 Bottom 0.215 9.120E-03 3.979E-04 6.696E-04

PT C41 CH45X80.2 Top 0.215 9.120E-03 3.978E-04 6.696E-04


P2 C42 CH45X100.15 Top 0.213 9.120E-03 3.961E-04 8.370E-04

P2 C42 CH45X100.15 Bottom 0.191 9.120E-03 3.961E-04 8.370E-04

P1 C42 CH45X100.15 Top 0.206 9.120E-03 4.830E-04 8.589E-04

P1 C42 CH45X100.15 Bottom 0.155 9.120E-03 4.830E-04 8.589E-04

PT C42 CH45X100.15 Top 0.155 9.120E-03 4.865E-04 8.701E-04


P2 C43 CH50X50.2 Top 0.547 5.024E-03 9.084E-04 0.001

P2 C43 CH50X50.2 Bottom 0.463 5.024E-03 9.084E-04 0.001

P1 C43 CH50X50.2 Top 0.228 5.024E-03 4.185E-04 4.185E-04

P1 C43 CH50X50.2 Bottom 0.222 5.024E-03 4.185E-04 4.185E-04

PT C43 CH50X50.2 Top 0.222 5.024E-03 0.000 0.000

PT C43 CH50X50.2 Bottom 0.379 5.024E-03 0.000 0.000


Anexo – 2

2


Story Column Section Column PMM Ratio Flexural Shear22 Shear33

Level Line Name End or Rebar % Rebar Area Rebar Area Rebar Area

P2 C44 CH30X60.2 Top 0.270 3.556E-03 3.358E-04 5.022E-04

P2 C44 CH30X60.2 Bottom 0.185 3.556E-03 3.358E-04 5.022E-04

P1 C44 CH30X60.2 Top 0.181 3.556E-03 2.511E-04 5.022E-04

P1 C44 CH30X60.2 Bottom 0.153 3.556E-03 2.511E-04 5.022E-04

PT C44 CH30X60.2 Top 0.154 3.556E-03 2.511E-04 5.022E-04


P2 C45 CH30X50.2 Top 0.417 3.048E-03 3.984E-04 4.185E-04

P2 C45 CH30X50.2 Bottom 0.506 3.048E-03 3.984E-04 4.185E-04

P1 C45 CH30X50.2 Top 0.438 3.048E-03 3.724E-04 4.185E-04

P1 C45 CH30X50.2 Bottom 0.207 3.048E-03 3.724E-04 4.185E-04

PT C45 CH30X50.2 Top 0.207 3.048E-03 3.757E-04 4.185E-04


P2 C46 CH30X60.2 Top 0.526 3.556E-03 6.204E-04 5.548E-04

P2 C46 CH30X60.2 Bottom 0.680 3.556E-03 6.204E-04 5.548E-04

P1 C46 CH30X60.2 Top 0.354 3.556E-03 5.459E-04 6.393E-04

P1 C46 CH30X60.2 Bottom 0.183 3.556E-03 5.459E-04 6.393E-04

PT C46 CH30X60.2 Top 0.183 3.556E-03 3.811E-04 5.022E-04


P2 C47 CH30X60.2 Top 0.355 3.556E-03 4.061E-04 5.022E-04

P2 C47 CH30X60.2 Bottom 0.554 3.556E-03 4.061E-04 5.022E-04

P1 C47 CH30X60.2 Top 0.388 3.556E-03 4.206E-04 5.834E-04

P1 C47 CH30X60.2 Bottom 0.181 3.556E-03 4.206E-04 5.834E-04

PT C47 CH30X60.2 Top 0.181 3.556E-03 4.238E-04 0.000

PT C47 CH30X60.2 Bottom 0.497 3.556E-03 4.238E-04 0.000

P2 C48 CH30X60.2 Top 0.360 3.556E-03 3.719E-04 8.528E-04

P2 C48 CH30X60.2 Bottom 0.411 3.556E-03 3.719E-04 8.528E-04

P1 C48 CH30X60.2 Top 0.220 3.556E-03 4.064E-04 5.022E-04

P1 C48 CH30X60.2 Bottom 0.167 3.556E-03 4.064E-04 5.022E-04

PT C48 CH30X60.2 Top 0.167 3.556E-03 2.511E-04 5.022E-04


P2 C49 CH30X50.2 Top 0.580 3.048E-03 7.296E-04 6.365E-04

P2 C49 CH30X50.2 Bottom 0.705 3.048E-03 7.296E-04 6.365E-04

P1 C49 CH30X50.2 Top 0.463 3.048E-03 5.518E-04 4.966E-04

P1 C49 CH30X50.2 Bottom 0.141 3.048E-03 5.518E-04 4.966E-04

PT C49 CH30X50.2 Top 0.141 3.048E-03 4.371E-04 4.185E-04


P2 C52 CH40X80.2 Top 0.801 3.768E-03 6.370E-04 8.872E-04

P2 C52 CH40X80.2 Bottom 0.429 3.768E-03 6.370E-04 8.987E-04

P1 C52 CH40X80.2 Top 0.256 3.768E-03 5.498E-04 6.696E-04

P1 C52 CH40X80.2 Bottom 0.433 3.768E-03 5.498E-04 6.696E-04

PT C52 CH40X80.2 Top 0.364 3.768E-03 5.694E-04 6.696E-04


Concrete Column Joint Design - Beam to Column D/C Ratios & Joint Shear Check

Concrete Column Joint Design - Beam to Column D/C Ratios & Joint Shear Check Story Column Section (6/5)Beam-Column (6/5)Beam-Column Joint Shear Joint Shear

Level Line Name Ratio Major Ratio Minor Ratio Major Ratio Minor

P2 C33 CH40X80.2 0.253 0.415 0.194 0.211

P1 C33 CH40X80.2 0.143 0.203 0.181 0.178

PT C33 CH40X80.2 0.032 0.055


Anexo – 2

3

Concrete Column Joint Design - Beam to Column D/C Ratios & Joint Shear Check Story Column Section (6/5)Beam-Column (6/5)Beam-Column Joint Shear Joint Shear

Level Line Name Ratio Major Ratio Minor Ratio Major Ratio Minor

P2 C35 CH40X80.2 0.122 0.534 0.146 0.275

P1 C35 CH40X80.2 0.213 0.186

PT C35 CH40X80.2 0.004 0.016 0.010 0.028

P2 C36 CH45X100.15 Beam/Column capacity ratio exceeds limit

P1 C36 CH45X100.15 0.072 0.079 0.190 0.215

PT C36 CH45X100.15 P2 C38 CH45X80.2 0.092 0.889 0.223 0.583

P1 C38 CH45X80.2 PT C38 CH45X80.2 P2 C39 CH45X100.15 0.141 0.959 0.228 0.625

P1 C39 CH45X100.15 0.073 0.086 0.194 0.233

PT C39 CH45X100.15 P2 C41 CH45X80.2 0.089 0.828 0.217 0.540


P1 C42 CH45X100.15 0.078 0.128 0.204 0.357

PT C42 CH45X100.15 P2 C43 CH50X50.2 0.534 0.859 0.533 0.883

P1 C43 CH50X50.2 0.260 0.395 0.620 0.537

PT C43 CH50X50.2 P2 C44 CH30X60.2 0.306 0.367 0.329 0.182


P1 C45 CH30X50.2 0.277 0.306 0.434 0.212

PT C45 CH30X50.2 P2 C46 CH30X60.2 0.557 0.474 0.481 0.242

P1 C46 CH30X60.2 0.362 0.400 0.544 0.280

PT C46 CH30X60.2 P2 C47 CH30X60.2 0.313 0.411 0.329 0.259

P1 C47 CH30X60.2 0.192 0.391 0.342 0.328

PT C47 CH30X60.2 P2 C48 CH30X60.2 0.330 0.715 0.395 0.372

P1 C48 CH30X60.2 0.265 0.195 0.397 0.235

PT C48 CH30X60.2 P2 C49 CH30X50.2 0.774 0.651 0.553 0.335

P1 C49 CH30X50.2 0.436 0.378 0.531 0.332

PT C49 CH30X50.2 P2 C52 CH40X80.2 0.452 0.771 0.451 0.431

P1 C52 CH40X80.2 0.174 0.292 PT C52 CH40X80.2 0.018 0.050

Concrete Beam Design - Flexural & Shear Design Rebar Areas Concrete Beam Design - Flexural & Shear Design Rebar Areas

Story Beam Section Location Top Bottom Shear

Level Bay Name Rebar Area Rebar Area Rebar Area

P2 B1028 V30.50 End-I 5.423E-04 3.541E-04 2.511E-04

P2 B1028 V30.50 Middle 1.753E-04 3.315E-04 2.511E-04

P2 B1028 V30.50 End-J 4.536E-04 2.457E-04 0.000


Anexo – 2

4

Concrete Beam Design - Flexural & Shear Design Rebar Areas Story Beam Section Location Top Bottom Shear


P2 B1029 V30.60 End-I 5.405E-04 2.669E-04 3.883E-04

P2 B1029 V30.60 Middle 1.326E-04 2.115E-04 3.206E-04

P2 B1029 V30.60 End-J 1.979E-04 2.002E-04 3.161E-04

P2 B1030 V30.50 End-I 6.364E-04 4.140E-04 2.688E-04

P2 B1030 V30.50 Middle 2.733E-04 4.849E-04 2.511E-04

P2 B1030 V30.50 End-J 8.617E-04 4.721E-04 3.644E-04

P2 B1032 V30.40 End-I 3.716E-04 2.294E-04 3.500E-04

P2 B1032 V30.40 Middle 1.138E-04 1.937E-04 O/S

P2 B1032 V30.40 End-J 3.716E-04 2.190E-04 O/S

P2 B1033 V30.40 End-I 3.716E-04 2.273E-04 O/S

P2 B1033 V30.40 Middle 1.244E-04 2.296E-04 2.820E-04

P2 B1033 V30.40 End-J 3.835E-04 2.510E-04 O/S

P2 B1034 V30.40 End-I 3.716E-04 2.107E-04 O/S

P2 B1034 V30.40 Middle 1.332E-04 2.339E-04 O/S

P2 B1034 V30.40 End-J 4.115E-04 2.689E-04 3.930E-04

P2 B1037 V30.60 End-I 4.955E-04 2.465E-04 O/S

P2 B1037 V30.60 Middle 1.387E-04 2.453E-04 O/S

P2 B1037 V30.60 End-J 5.658E-04 2.792E-04 4.868E-04

P2 B1038 V30.60 End-I 5.524E-04 2.727E-04 O/S

P2 B1038 V30.60 Middle 1.355E-04 2.382E-04 3.829E-04

P2 B1038 V30.60 End-J 4.957E-04 2.450E-04 O/S

P2 B1039 V30.60 End-I 5.725E-04 2.872E-04 4.823E-04

P2 B1039 V30.60 Middle 1.427E-04 2.228E-04 O/S

P2 B1039 V30.60 End-J 4.820E-04 2.383E-04 O/S

P2 B1040 V30.40 End-I 3.716E-04 1.978E-04 3.078E-04

P2 B1040 V30.40 Middle 9.819E-05 1.558E-04 2.511E-04

P2 B1040 V30.40 End-J 3.716E-04 1.881E-04 2.944E-04

P2 B1043 V40.80 End-I 0.002 0.001 5.531E-04

P2 B1043 V40.80 Middle 6.339E-04 0.002 3.348E-04

P2 B1043 V40.80 End-J 0.002 0.001 5.897E-04

P2 B1044 V40.80 End-I 0.002 0.001 4.932E-04

P2 B1044 V40.80 Middle 6.046E-04 0.002 3.348E-04

P2 B1044 V40.80 End-J 0.002 0.001 5.517E-04

P2 B1045 V30.50 End-I 9.636E-04 4.721E-04 3.417E-04

P2 B1045 V30.50 Middle 3.036E-04 4.721E-04 2.511E-04

P2 B1045 V30.50 End-J 3.036E-04 4.623E-04 2.511E-04

P2 B1046 V30.50 End-I 1.688E-04 2.087E-04 2.511E-04

P2 B1046 V30.50 Middle 4.534E-05 4.721E-04 0.000

P2 B1046 V30.50 End-J 1.828E-04 1.967E-04 2.511E-04

P2 B1047 V30.50 End-I 4.066E-04 4.647E-04 2.511E-04

P2 B1047 V30.50 Middle 4.066E-04 4.464E-04 2.511E-04

P2 B1047 V30.50 End-J 0.001 6.249E-04 4.659E-04

P2 B1048 V30.50 End-I 6.793E-04 4.410E-04 2.511E-04

P2 B1048 V30.50 Middle 2.178E-04 3.308E-04 2.511E-04

P2 B1048 V30.50 End-J 3.474E-04 2.303E-04 2.511E-04

P2 B1057 V30.50 End-I 4.071E-04 2.013E-04 4.688E-04

P2 B1057 V30.50 Middle 1.048E-04 1.860E-04 4.122E-04

P2 B1057 V30.50 End-J 4.266E-04 2.108E-04 O/S

P2 B1058 V30.50 End-I 2.176E-04 1.082E-04 5.132E-04

P2 B1058 V30.50 Middle 6.469E-05 1.691E-04 4.615E-04

P2 B1058 V30.50 End-J 1.518E-04 2.616E-04 4.111E-04

P2 B1061 V30.50 End-I 4.721E-04 2.993E-04 4.121E-04


Anexo – 2

5



P2 B1061 V30.50 Middle 1.484E-04 2.709E-04 3.181E-04

P2 B1061 V30.50 End-J 4.006E-04 1.981E-04 3.782E-04

P2 B1064 V30.50 End-I 4.721E-04 3.087E-04 8.595E-04

P2 B1064 V30.50 Middle 1.530E-04 1.530E-04 8.073E-04

P2 B1064 V30.50 End-J 2.634E-04 4.185E-04 7.323E-04

P2 B1065 V30.50 End-I 4.090E-04 2.022E-04 5.118E-04

P2 B1065 V30.50 Middle 1.005E-04 1.681E-04 4.388E-04

P2 B1065 V30.50 End-J 3.534E-04 3.216E-04 4.327E-04

P2 B1102 NY10.25 End-I 4.506E-05 2.390E-05 O/S

P2 B1102 NY10.25 Middle 1.638E-05 5.154E-05 O/S

P2 B1102 NY10.25 End-J 6.666E-05 3.295E-05 O/S

P2 B1103 NY10.25 End-I 6.114E-05 3.025E-05 O/S

P2 B1103 NY10.25 Middle 2.008E-05 5.251E-05 O/S

P2 B1103 NY10.25 End-J 7.700E-05 4.044E-05 O/S

P2 B1104 NY10.25 End-I 7.328E-05 3.618E-05 O/S

P2 B1104 NY10.25 Middle 2.248E-05 5.285E-05 O/S

P2 B1104 NY10.25 End-J 7.700E-05 4.531E-05 O/S

P2 B1105 NY10.25 End-I 7.700E-05 4.031E-05 O/S

P2 B1105 NY10.25 Middle 2.393E-05 5.566E-05 O/S

P2 B1105 NY10.25 End-J 7.700E-05 4.825E-05 O/S

P2 B1106 NY10.25 End-I 7.700E-05 4.267E-05 O/S

P2 B1106 NY10.25 Middle 2.461E-05 5.738E-05 O/S

P2 B1106 NY10.25 End-J 7.700E-05 4.964E-05 O/S

P2 B1107 NY10.25 End-I 7.700E-05 4.310E-05 O/S

P2 B1107 NY10.25 Middle 2.451E-05 5.697E-05 O/S

P2 B1107 NY10.25 End-J 7.700E-05 4.944E-05 O/S

P2 B1108 NY10.25 End-I 7.700E-05 4.148E-05 O/S

P2 B1108 NY10.25 Middle 2.356E-05 5.410E-05 O/S

P2 B1108 NY10.25 End-J 7.700E-05 4.750E-05 O/S

P2 B1109 NY10.25 End-I 7.649E-05 3.774E-05 O/S

P2 B1109 NY10.25 Middle 2.181E-05 4.890E-05 O/S

P2 B1109 NY10.25 End-J 7.700E-05 4.395E-05 O/S

P2 B1110 NY10.25 End-I 6.428E-05 3.179E-05 O/S

P2 B1110 NY10.25 Middle 1.909E-05 4.199E-05 O/S

P2 B1110 NY10.25 End-J 7.700E-05 3.843E-05 O/S

P2 B1111 NY10.25 End-I 4.677E-05 2.522E-05 O/S

P2 B1111 NY10.25 Middle 1.490E-05 3.627E-05 O/S

P2 B1111 NY10.25 End-J 6.055E-05 2.996E-05 O/S

P2 B1123 NY10.25 End-I 4.380E-05 2.173E-05 O/S

P2 B1123 NY10.25 Middle 1.306E-05 1.522E-05 O/S

P2 B1123 NY10.25 End-J 1.979E-05 1.083E-05 O/S

P2 B1124 NY10.25 End-I 5.451E-05 2.700E-05 O/S

P2 B1124 NY10.25 Middle 1.344E-05 1.627E-05 O/S

P2 B1124 NY10.25 End-J 2.406E-05 1.344E-05 O/S

P2 B1125 NY10.25 End-I 6.060E-05 2.999E-05 O/S

P2 B1125 NY10.25 Middle 1.492E-05 1.869E-05 O/S

P2 B1125 NY10.25 End-J 3.002E-05 1.493E-05 O/S

P2 B1126 NY10.25 End-I 6.444E-05 3.186E-05 O/S

P2 B1126 NY10.25 Middle 1.585E-05 2.202E-05 O/S

P2 B1126 NY10.25 End-J 3.442E-05 1.711E-05 O/S

P2 B1127 NY10.25 End-I 6.624E-05 3.274E-05 0.000

P2 B1127 NY10.25 Middle 1.628E-05 2.410E-05 O/S


Anexo – 2

6



P2 B1127 NY10.25 End-J 3.772E-05 1.874E-05 O/S

P2 B1128 NY10.25 End-I 6.620E-05 3.272E-05 0.000

P2 B1128 NY10.25 Middle 1.627E-05 2.498E-05 O/S

P2 B1128 NY10.25 End-J 4.030E-05 2.001E-05 O/S

P2 B1129 NY10.25 End-I 6.444E-05 3.186E-05 O/S

P2 B1129 NY10.25 Middle 1.585E-05 2.465E-05 O/S

P2 B1129 NY10.25 End-J 4.215E-05 2.093E-05 O/S

P2 B1130 NY10.25 End-I 6.074E-05 3.005E-05 O/S

P2 B1130 NY10.25 Middle 1.495E-05 2.289E-05 O/S

P2 B1130 NY10.25 End-J 4.276E-05 2.122E-05 O/S

P2 B1131 NY10.25 End-I 5.446E-05 2.698E-05 O/S

P2 B1131 NY10.25 Middle 1.343E-05 1.924E-05 O/S

P2 B1131 NY10.25 End-J 4.095E-05 2.033E-05 O/S

P2 B1132 NY10.25 End-I 4.393E-05 2.180E-05 O/S

P2 B1132 NY10.25 Middle 1.221E-05 1.892E-05 O/S

P2 B1132 NY10.25 End-J 3.438E-05 1.709E-05 O/S

P2 B1133 NY10.25 End-I 2.594E-05 1.291E-05 O/S

P2 B1133 NY10.25 Middle 1.003E-05 1.497E-05 O/S

P2 B1133 NY10.25 End-J 3.764E-05 1.870E-05 O/S

P2 B1134 NY10.25 End-I 2.295E-05 1.679E-05 O/S

P2 B1134 NY10.25 Middle 1.956E-05 1.605E-05 O/S

P2 B1134 NY10.25 End-J 3.840E-05 1.908E-05 O/S

P2 B1135 NY10.25 End-I 2.630E-05 1.309E-05 O/S

P2 B1135 NY10.25 Middle 8.101E-06 1.639E-05 O/S

P2 B1135 NY10.25 End-J 3.267E-05 1.625E-05 O/S

P2 B1137 NY10.25 End-I 5.109E-05 2.532E-05 O/S

P2 B1137 NY10.25 Middle 1.644E-05 3.401E-05 O/S

P2 B1137 NY10.25 End-J 6.689E-05 3.306E-05 O/S

P2 B1138 NY10.25 End-I 7.060E-05 3.487E-05 O/S

P2 B1138 NY10.25 Middle 1.733E-05 3.894E-05 O/S

P2 B1138 NY10.25 End-J 5.089E-05 3.566E-05 O/S

P2 B1142 NY10.25 End-I 6.066E-05 3.002E-05 O/S

P2 B1142 NY10.25 Middle 1.988E-05 4.120E-05 O/S

P2 B1142 NY10.25 End-J 7.700E-05 4.004E-05 O/S

P2 B1143 NY10.25 End-I 7.700E-05 4.381E-05 O/S

P2 B1143 NY10.25 Middle 2.174E-05 4.586E-05 O/S

P2 B1143 NY10.25 End-J 7.050E-05 3.518E-05 O/S

P2 B1147 NY10.25 End-I 6.757E-05 3.339E-05 O/S

P2 B1147 NY10.25 Middle 2.040E-05 4.909E-05 O/S

P2 B1147 NY10.25 End-J 7.700E-05 4.109E-05 O/S

P2 B1148 NY10.25 End-I 7.700E-05 4.571E-05 O/S

P2 B1148 NY10.25 Middle 2.268E-05 4.991E-05 O/S

P2 B1148 NY10.25 End-J 7.700E-05 4.236E-05 O/S

P2 B1152 NY10.25 End-I 7.239E-05 3.574E-05 O/S

P2 B1152 NY10.25 Middle 1.959E-05 5.056E-05 O/S

P2 B1152 NY10.25 End-J 7.700E-05 3.945E-05 O/S

P2 B1153 NY10.25 End-I 7.700E-05 4.411E-05 O/S

P2 B1153 NY10.25 Middle 2.386E-05 5.509E-05 O/S

P2 B1153 NY10.25 End-J 7.700E-05 4.811E-05 O/S

P2 B1157 NY10.25 End-I 7.537E-05 3.719E-05 O/S

P2 B1157 NY10.25 Middle 1.848E-05 5.764E-05 O/S

P2 B1157 NY10.25 End-J 7.220E-05 3.565E-05 O/S


Anexo – 2

7



P2 B1158 NY10.25 End-I 7.700E-05 4.006E-05 O/S

P2 B1158 NY10.25 Middle 2.568E-05 5.859E-05 O/S

P2 B1158 NY10.25 End-J 7.920E-05 5.183E-05 O/S

P2 B1162 NY10.25 End-I 7.645E-05 3.772E-05 O/S

P2 B1162 NY10.25 Middle 1.874E-05 5.755E-05 O/S

P2 B1162 NY10.25 End-J 6.041E-05 3.720E-05 O/S

P2 B1163 NY10.25 End-I 6.861E-05 4.071E-05 O/S

P2 B1163 NY10.25 Middle 2.639E-05 5.903E-05 O/S

P2 B1163 NY10.25 End-J 8.143E-05 5.326E-05 O/S

P2 B1167 NY10.25 End-I 7.546E-05 3.724E-05 O/S

P2 B1167 NY10.25 Middle 1.850E-05 5.459E-05 O/S

P2 B1167 NY10.25 End-J 4.508E-05 3.960E-05 O/S

P2 B1168 NY10.25 End-I 5.231E-05 4.372E-05 O/S

P2 B1168 NY10.25 Middle 2.589E-05 5.648E-05 O/S

P2 B1168 NY10.25 End-J 7.984E-05 5.224E-05 O/S

P2 B1171 NY10.25 End-I 7.220E-05 3.565E-05 O/S

P2 B1171 NY10.25 Middle 1.772E-05 5.054E-05 O/S

P2 B1171 NY10.25 End-J 2.681E-05 4.128E-05 O/S

P2 B1172 NY10.25 End-I 3.302E-05 4.546E-05 O/S

P2 B1172 NY10.25 Middle 2.415E-05 5.284E-05 O/S

P2 B1172 NY10.25 End-J 7.700E-05 4.870E-05 O/S

P2 B1175 NY10.25 End-I 6.652E-05 3.288E-05 O/S

P2 B1175 NY10.25 Middle 1.635E-05 5.001E-05 O/S

P2 B1175 NY10.25 End-J 1.635E-05 4.670E-05 O/S

P2 B1176 NY10.25 End-I 2.120E-05 4.520E-05 O/S

P2 B1176 NY10.25 Middle 2.120E-05 4.781E-05 O/S

P2 B1176 NY10.25 End-J 7.700E-05 4.271E-05 O/S

P2 B1179 NY10.25 End-I 6.126E-05 3.031E-05 O/S

P2 B1179 NY10.25 Middle 1.508E-05 4.725E-05 O/S

P2 B1179 NY10.25 End-J 1.508E-05 4.814E-05 O/S

P2 B1180 NY10.25 End-I 1.711E-05 4.841E-05 O/S

P2 B1180 NY10.25 Middle 1.711E-05 4.773E-05 O/S

P2 B1180 NY10.25 End-J 6.969E-05 3.443E-05 O/S

P2 B1183 NY10.25 End-I 5.162E-05 2.558E-05 O/S

P2 B1183 NY10.25 Middle 1.273E-05 4.703E-05 O/S

P2 B1183 NY10.25 End-J 1.273E-05 5.238E-05 O/S

P2 B1184 NY10.25 End-I 1.266E-05 5.255E-05 O/S

P2 B1184 NY10.25 Middle 1.266E-05 4.755E-05 O/S

P2 B1184 NY10.25 End-J 5.130E-05 2.543E-05 O/S

P2 B1211 NY10.25 End-I 4.637E-05 2.300E-05 O/S

P2 B1211 NY10.25 Middle 1.422E-05 4.754E-05 O/S

P2 B1211 NY10.25 End-J 1.422E-05 5.772E-05 O/S

P2 B1212 NY10.25 End-I 1.403E-05 5.693E-05 O/S

P2 B1212 NY10.25 Middle 1.403E-05 4.808E-05 O/S

P2 B1212 NY10.25 End-J 5.666E-05 2.805E-05 O/S

P2 B1213 NY10.25 End-I 4.730E-05 2.346E-05 O/S

P2 B1213 NY10.25 Middle 1.168E-05 4.366E-05 O/S

P2 B1213 NY10.25 End-J 1.168E-05 4.814E-05 O/S

P2 B1214 NY10.25 End-I 1.205E-05 4.956E-05 O/S

P2 B1214 NY10.25 Middle 1.205E-05 4.508E-05 O/S

P2 B1214 NY10.25 End-J 4.879E-05 2.419E-05 O/S

P2 B1215 NY10.25 End-I 5.719E-05 2.832E-05 O/S


Anexo – 2

8



P2 B1215 NY10.25 Middle 1.409E-05 5.041E-05 O/S

P2 B1215 NY10.25 End-J 1.409E-05 5.374E-05 O/S

P2 B1216 NY10.25 End-I 1.888E-05 5.456E-05 O/S

P2 B1216 NY10.25 Middle 1.888E-05 5.113E-05 O/S

P2 B1216 NY10.25 End-J 7.700E-05 3.800E-05 O/S

P2 B1217 NY10.25 End-I 5.603E-05 2.775E-05 O/S

P2 B1217 NY10.25 Middle 1.381E-05 4.280E-05 O/S

P2 B1217 NY10.25 End-J 1.381E-05 4.351E-05 O/S

P2 B1218 NY10.25 End-I 1.629E-05 4.576E-05 O/S

P2 B1218 NY10.25 Middle 1.629E-05 4.525E-05 O/S

P2 B1218 NY10.25 End-J 6.626E-05 3.275E-05 O/S

P2 B1219 NY10.25 End-I 6.452E-05 3.190E-05 O/S

P2 B1219 NY10.25 Middle 1.586E-05 5.394E-05 O/S

P2 B1219 NY10.25 End-J 1.586E-05 5.533E-05 O/S

P2 B1220 NY10.25 End-I 2.287E-05 5.640E-05 O/S

P2 B1220 NY10.25 Middle 2.287E-05 5.491E-05 O/S

P2 B1220 NY10.25 End-J 7.700E-05 4.610E-05 O/S

P2 B1221 NY10.25 End-I 5.917E-05 2.929E-05 O/S

P2 B1221 NY10.25 Middle 1.457E-05 4.461E-05 O/S

P2 B1221 NY10.25 End-J 1.457E-05 4.207E-05 O/S

P2 B1222 NY10.25 End-I 1.935E-05 4.291E-05 O/S

P2 B1222 NY10.25 Middle 1.935E-05 4.560E-05 O/S

P2 B1222 NY10.25 End-J 7.700E-05 3.895E-05 O/S

P2 B1223 NY10.25 End-I 7.184E-05 3.548E-05 O/S

P2 B1223 NY10.25 Middle 1.763E-05 6.002E-05 O/S

P2 B1223 NY10.25 End-J 1.763E-05 5.894E-05 O/S

P2 B1224 NY10.25 End-I 2.646E-05 5.926E-05 O/S

P2 B1224 NY10.25 Middle 2.646E-05 5.934E-05 O/S

P2 B1224 NY10.25 End-J 8.167E-05 5.342E-05 O/S

P2 B1225 NY10.25 End-I 5.868E-05 2.904E-05 O/S

P2 B1225 NY10.25 Middle 1.445E-05 4.314E-05 O/S

P2 B1225 NY10.25 End-J 2.770E-05 3.590E-05 O/S

P2 B1226 NY10.25 End-I 3.177E-05 4.337E-05 O/S

P2 B1226 NY10.25 Middle 2.194E-05 5.100E-05 O/S

P2 B1226 NY10.25 End-J 7.700E-05 4.422E-05 O/S

P2 B1227 NY10.25 End-I 7.700E-05 3.804E-05 O/S

P2 B1227 NY10.25 Middle 1.890E-05 6.397E-05 O/S

P2 B1227 NY10.25 End-J 1.890E-05 6.155E-05 O/S

P2 B1228 NY10.25 End-I 2.867E-05 6.077E-05 O/S

P2 B1228 NY10.25 Middle 2.867E-05 6.217E-05 O/S

P2 B1228 NY10.25 End-J 8.870E-05 5.791E-05 O/S

P2 B1229 NY10.25 End-I 5.604E-05 2.775E-05 O/S

P2 B1229 NY10.25 Middle 1.381E-05 4.409E-05 O/S

P2 B1229 NY10.25 End-J 4.339E-05 3.309E-05 O/S

P2 B1230 NY10.25 End-I 5.180E-05 4.210E-05 O/S

P2 B1230 NY10.25 Middle 2.334E-05 5.530E-05 O/S

P2 B1230 NY10.25 End-J 7.700E-05 4.705E-05 O/S

P2 B1231 NY10.25 End-I 7.700E-05 3.893E-05 O/S

P2 B1231 NY10.25 Middle 1.934E-05 6.518E-05 O/S

P2 B1231 NY10.25 End-J 1.934E-05 6.224E-05 O/S

P2 B1232 NY10.25 End-I 2.935E-05 6.106E-05 0.000

P2 B1232 NY10.25 Middle 2.935E-05 6.296E-05 O/S


Anexo – 2

9



P2 B1232 NY10.25 End-J 9.088E-05 5.930E-05 O/S

P2 B1233 NY10.25 End-I 4.921E-05 2.440E-05 O/S

P2 B1233 NY10.25 Middle 1.354E-05 4.266E-05 O/S

P2 B1233 NY10.25 End-J 5.491E-05 2.992E-05 O/S

P2 B1234 NY10.25 End-I 6.876E-05 3.974E-05 O/S

P2 B1234 NY10.25 Middle 2.354E-05 5.897E-05 O/S

P2 B1234 NY10.25 End-J 7.700E-05 4.747E-05 O/S

P2 B1235 NY10.25 End-I 7.700E-05 3.813E-05 O/S

P2 B1235 NY10.25 Middle 1.894E-05 6.358E-05 O/S

P2 B1235 NY10.25 End-J 1.894E-05 6.110E-05 O/S

P2 B1236 NY10.25 End-I 2.847E-05 6.019E-05 O/S

P2 B1236 NY10.25 Middle 2.847E-05 6.161E-05 O/S

P2 B1236 NY10.25 End-J 8.807E-05 5.751E-05 O/S

P2 B1237 NY10.25 End-I 3.987E-05 1.980E-05 O/S

P2 B1237 NY10.25 Middle 1.527E-05 3.898E-05 O/S

P2 B1237 NY10.25 End-J 6.207E-05 3.070E-05 O/S

P2 B1238 NY10.25 End-I 7.700E-05 4.040E-05 O/S

P2 B1238 NY10.25 Middle 2.263E-05 6.024E-05 O/S

P2 B1238 NY10.25 End-J 7.700E-05 4.562E-05 O/S

P2 B1239 NY10.25 End-I 7.227E-05 3.568E-05 O/S

P2 B1239 NY10.25 Middle 1.773E-05 5.924E-05 O/S

P2 B1239 NY10.25 End-J 1.773E-05 5.801E-05 O/S

P2 B1240 NY10.25 End-I 2.607E-05 5.809E-05 O/S

P2 B1240 NY10.25 Middle 2.607E-05 5.825E-05 O/S

P2 B1240 NY10.25 End-J 8.043E-05 5.262E-05 O/S

P2 B1241 NY10.25 End-I 2.833E-05 1.853E-05 O/S

P2 B1241 NY10.25 Middle 1.603E-05 3.352E-05 O/S

P2 B1241 NY10.25 End-J 6.520E-05 3.224E-05 O/S

P2 B1242 NY10.25 End-I 7.700E-05 4.491E-05 O/S

P2 B1242 NY10.25 Middle 2.228E-05 5.930E-05 O/S

P2 B1242 NY10.25 End-J 7.700E-05 4.173E-05 O/S

P2 B1243 NY10.25 End-I 6.567E-05 3.246E-05 O/S

P2 B1243 NY10.25 Middle 1.614E-05 5.254E-05 O/S

P2 B1243 NY10.25 End-J 1.614E-05 5.364E-05 O/S

P2 B1244 NY10.25 End-I 2.229E-05 5.466E-05 O/S

P2 B1244 NY10.25 Middle 2.229E-05 5.330E-05 O/S

P2 B1244 NY10.25 End-J 7.700E-05 4.492E-05 O/S

P2 B1245 NY10.25 End-I 1.634E-05 1.909E-05 O/S

P2 B1245 NY10.25 Middle 1.623E-05 2.826E-05 O/S

P2 B1245 NY10.25 End-J 6.602E-05 3.263E-05 O/S

P2 B1246 NY10.25 End-I 7.700E-05 4.757E-05 O/S

P2 B1246 NY10.25 Middle 2.359E-05 5.730E-05 O/S

P2 B1246 NY10.25 End-J 7.302E-05 3.605E-05 O/S

P2 B1247 NY10.25 End-I 5.877E-05 2.909E-05 O/S

P2 B1247 NY10.25 Middle 1.447E-05 4.856E-05 O/S

P2 B1247 NY10.25 End-J 1.447E-05 5.132E-05 O/S

P2 B1248 NY10.25 End-I 1.800E-05 5.221E-05 O/S

P2 B1248 NY10.25 Middle 1.800E-05 4.910E-05 O/S

P2 B1248 NY10.25 End-J 7.336E-05 3.622E-05 O/S

P2 B1249 NY10.25 End-I 1.633E-05 2.248E-05 O/S

P2 B1249 NY10.25 Middle 1.958E-05 2.197E-05 O/S

P2 B1249 NY10.25 End-J 6.645E-05 3.284E-05 O/S


Anexo – 2

10



P2 B1250 NY10.25 End-I 7.700E-05 4.825E-05 O/S

P2 B1250 NY10.25 Middle 2.393E-05 6.012E-05 O/S

P2 B1250 NY10.25 End-J 5.788E-05 2.865E-05 O/S

P2 B1251 NY10.25 End-I 4.790E-05 2.375E-05 O/S

P2 B1251 NY10.25 Middle 1.362E-05 4.527E-05 O/S

P2 B1251 NY10.25 End-J 1.362E-05 5.525E-05 O/S

P2 B1252 NY10.25 End-I 1.349E-05 5.472E-05 O/S

P2 B1252 NY10.25 Middle 1.349E-05 4.574E-05 O/S

P2 B1252 NY10.25 End-J 5.300E-05 2.626E-05 O/S

P2 B1253 NY10.25 End-I 1.530E-05 2.631E-05 O/S

P2 B1253 NY10.25 Middle 6.864E-05 2.393E-05 O/S

P2 B1253 NY10.25 End-J 6.217E-05 3.075E-05 O/S

P2 B1254 NY10.25 End-I 7.700E-05 4.408E-05 O/S

P2 B1254 NY10.25 Middle 2.187E-05 5.507E-05 O/S

P2 B1254 NY10.25 End-J 4.639E-05 2.379E-05 O/S

P2 B1285 NY10.25 End-I 2.149E-05 1.071E-05 O/S

P2 B1285 NY10.25 Middle 5.343E-06 2.057E-05 O/S

P2 B1285 NY10.25 End-J 1.220E-05 1.640E-05 O/S

P2 B1286 NY10.25 End-I 2.416E-05 1.203E-05 O/S

P2 B1286 NY10.25 Middle 6.002E-06 1.819E-05 O/S

P2 B1286 NY10.25 End-J 1.452E-05 1.311E-05 O/S

P2 B1287 NY10.25 End-I 2.553E-05 1.271E-05 0.000

P2 B1287 NY10.25 Middle 6.342E-06 1.855E-05 O/S

P2 B1287 NY10.25 End-J 1.607E-05 1.058E-05 O/S

P2 B1288 NY10.25 End-I 2.578E-05 1.284E-05 O/S

P2 B1288 NY10.25 Middle 6.404E-06 1.933E-05 O/S

P2 B1288 NY10.25 End-J 1.743E-05 8.812E-06 O/S

P2 B1289 NY10.25 End-I 2.559E-05 1.274E-05 O/S

P2 B1289 NY10.25 Middle 6.357E-06 1.924E-05 O/S

P2 B1289 NY10.25 End-J 1.945E-05 9.692E-06 O/S

P2 B1290 NY10.25 End-I 2.556E-05 1.273E-05 O/S

P2 B1290 NY10.25 Middle 6.349E-06 1.872E-05 O/S

P2 B1290 NY10.25 End-J 2.262E-05 1.127E-05 O/S

P2 B1291 NY10.25 End-I 2.588E-05 1.288E-05 O/S

P2 B1291 NY10.25 Middle 6.740E-06 1.786E-05 O/S

P2 B1291 NY10.25 End-J 2.715E-05 1.351E-05 O/S

P2 B1312 NX10.25 End-I 5.571E-05 2.759E-05 O/S

P2 B1312 NX10.25 Middle 1.373E-05 2.114E-05 O/S

P2 B1312 NX10.25 End-J 2.041E-05 1.593E-05 O/S

P2 B1313 NX10.25 End-I 4.988E-05 2.473E-05 O/S

P2 B1313 NX10.25 Middle 1.342E-05 1.847E-05 O/S

P2 B1313 NX10.25 End-J 5.442E-05 2.696E-05 O/S

P2 B1314 NX10.25 End-I 7.073E-05 3.494E-05 O/S

P2 B1314 NX10.25 Middle 1.736E-05 3.073E-05 O/S

P2 B1314 NX10.25 End-J 3.178E-05 2.179E-05 O/S

P2 B1315 NX10.25 End-I 7.437E-05 3.671E-05 O/S

P2 B1315 NX10.25 Middle 1.824E-05 2.711E-05 O/S

P2 B1315 NX10.25 End-J 6.936E-05 3.427E-05 O/S

P2 B1316 NX10.25 End-I 7.700E-05 4.110E-05 O/S

P2 B1316 NX10.25 Middle 2.041E-05 3.566E-05 O/S

P2 B1316 NX10.25 End-J 4.243E-05 2.106E-05 O/S

P2 B1317 NX10.25 End-I 7.700E-05 4.415E-05 O/S


Anexo – 2

11



P2 B1317 NX10.25 Middle 2.191E-05 3.830E-05 O/S

P2 B1317 NX10.25 End-J 7.700E-05 4.129E-05 O/S

P2 B1322 NX10.25 End-I 4.203E-05 2.086E-05 O/S

P2 B1322 NX10.25 Middle 1.039E-05 2.093E-05 O/S

P2 B1322 NX10.25 End-J 4.065E-05 2.019E-05 O/S

P2 B1323 NX10.25 End-I 2.191E-05 1.638E-05 O/S

P2 B1323 NX10.25 Middle 1.172E-05 2.044E-05 O/S

P2 B1323 NX10.25 End-J 4.747E-05 2.354E-05 O/S

P2 B1324 NX10.25 End-I 6.652E-05 3.288E-05 O/S

P2 B1324 NX10.25 Middle 1.635E-05 3.142E-05 O/S

P2 B1324 NX10.25 End-J 6.482E-05 3.205E-05 O/S

P2 B1325 NX10.25 End-I 3.535E-05 1.763E-05 O/S

P2 B1325 NX10.25 Middle 1.763E-05 2.740E-05 O/S

P2 B1325 NX10.25 End-J 7.182E-05 3.547E-05 O/S

P2 B1326 NX10.25 End-I 7.700E-05 4.166E-05 O/S

P2 B1326 NX10.25 Middle 2.068E-05 4.476E-05 O/S

P2 B1326 NX10.25 End-J 7.700E-05 4.096E-05 O/S

P2 B1327 NX10.25 End-I 5.174E-05 2.564E-05 O/S

P2 B1327 NX10.25 Middle 2.145E-05 3.916E-05 O/S

P2 B1327 NX10.25 End-J 7.700E-05 4.322E-05 O/S

P2 B1348 NX10.25 End-I 6.031E-05 2.985E-05 O/S

P2 B1348 NX10.25 Middle 1.811E-05 2.545E-05 O/S

P2 B1348 NX10.25 End-J 2.189E-05 1.974E-05 O/S

P2 B1350 NX10.25 End-I 7.700E-05 3.826E-05 O/S

P2 B1350 NX10.25 Middle 1.900E-05 2.838E-05 O/S

P2 B1350 NX10.25 End-J 2.967E-05 2.054E-05 O/S

P2 B1352 NX10.25 End-I 7.700E-05 4.304E-05 O/S

P2 B1352 NX10.25 Middle 2.136E-05 2.658E-05 O/S

P2 B1352 NX10.25 End-J 3.740E-05 2.191E-05 O/S

P2 B1354 NX10.25 End-I 7.700E-05 4.486E-05 O/S

P2 B1354 NX10.25 Middle 2.226E-05 2.774E-05 O/S

P2 B1354 NX10.25 End-J 4.182E-05 2.290E-05 O/S

P2 B1356 NX10.25 End-I 7.700E-05 4.417E-05 O/S

P2 B1356 NX10.25 Middle 2.192E-05 2.754E-05 O/S

P2 B1356 NX10.25 End-J 4.207E-05 2.246E-05 O/S

P2 B1358 NX10.25 End-I 7.700E-05 4.042E-05 O/S

P2 B1358 NX10.25 Middle 2.007E-05 2.610E-05 O/S

P2 B1358 NX10.25 End-J 3.807E-05 2.057E-05 O/S

P2 B1360 NX10.25 End-I 6.102E-05 3.019E-05 O/S

P2 B1360 NX10.25 Middle 1.502E-05 2.611E-05 O/S

P2 B1360 NX10.25 End-J 3.147E-05 1.772E-05 O/S

P2 B1455 NX10.25 End-I 7.700E-05 4.631E-05 O/S

P2 B1455 NX10.25 Middle 2.297E-05 4.370E-05 O/S

P2 B1455 NX10.25 End-J 5.087E-05 2.521E-05 O/S

P2 B1456 NX10.25 End-I 6.558E-05 3.242E-05 O/S

P2 B1456 NX10.25 Middle 2.384E-05 4.986E-05 O/S

P2 B1456 NX10.25 End-J 7.700E-05 4.808E-05 O/S

P2 B1457 NX10.25 End-I 7.700E-05 4.819E-05 O/S

P2 B1457 NX10.25 Middle 2.390E-05 5.702E-05 O/S

P2 B1457 NX10.25 End-J 7.700E-05 4.776E-05 O/S

P2 B1458 NX10.25 End-I 7.700E-05 4.860E-05 O/S

P2 B1458 NX10.25 Middle 2.410E-05 4.769E-05 O/S


Anexo – 2

12



P2 B1458 NX10.25 End-J 7.700E-05 4.744E-05 O/S

P2 B1459 NX10.25 End-I 7.702E-05 5.043E-05 O/S

P2 B1459 NX10.25 Middle 2.500E-05 4.989E-05 O/S

P2 B1459 NX10.25 End-J 5.674E-05 2.809E-05 O/S

P2 B1460 NX10.25 End-I 7.700E-05 3.808E-05 O/S

P2 B1460 NX10.25 Middle 2.490E-05 5.824E-05 O/S

P2 B1460 NX10.25 End-J 7.700E-05 5.023E-05 O/S

P2 B1461 NX10.25 End-I 8.018E-05 5.246E-05 O/S

P2 B1461 NX10.25 Middle 2.601E-05 6.685E-05 O/S

P2 B1461 NX10.25 End-J 8.023E-05 5.249E-05 O/S

P2 B1462 NX10.25 End-I 7.700E-05 5.019E-05 O/S

P2 B1462 NX10.25 Middle 2.651E-05 5.442E-05 O/S

P2 B1462 NX10.25 End-J 8.181E-05 5.350E-05 O/S

P2 B1463 NX10.25 End-I 8.180E-05 5.350E-05 O/S

P2 B1463 NX10.25 Middle 2.650E-05 5.393E-05 O/S

P2 B1463 NX10.25 End-J 6.088E-05 3.012E-05 O/S

P2 B1464 NX10.25 End-I 7.700E-05 4.274E-05 O/S

P2 B1464 NX10.25 Middle 2.474E-05 6.367E-05 O/S

P2 B1464 NX10.25 End-J 7.700E-05 4.990E-05 O/S

P2 B1465 NX10.25 End-I 8.420E-05 5.503E-05 O/S

P2 B1465 NX10.25 Middle 2.751E-05 7.363E-05 O/S

P2 B1465 NX10.25 End-J 8.499E-05 5.554E-05 O/S

P2 B1466 NX10.25 End-I 7.700E-05 4.914E-05 O/S

P2 B1466 NX10.25 Middle 2.917E-05 5.836E-05 O/S

P2 B1466 NX10.25 End-J 9.029E-05 5.893E-05 O/S

P2 B1467 NX10.25 End-I 8.509E-05 5.561E-05 O/S

P2 B1467 NX10.25 Middle 2.754E-05 5.582E-05 O/S

P2 B1467 NX10.25 End-J 6.246E-05 3.089E-05 O/S

P2 B1468 NX10.25 End-I 7.700E-05 4.680E-05 O/S

P2 B1468 NX10.25 Middle 2.321E-05 6.592E-05 O/S

P2 B1468 NX10.25 End-J 7.700E-05 4.676E-05 O/S

P2 B1469 NX10.25 End-I 8.481E-05 5.542E-05 O/S

P2 B1469 NX10.25 Middle 2.786E-05 7.700E-05 O/S

P2 B1469 NX10.25 End-J 8.612E-05 5.626E-05 O/S

P2 B1470 NX10.25 End-I 7.700E-05 4.564E-05 O/S

P2 B1470 NX10.25 Middle 3.147E-05 5.964E-05 O/S

P2 B1470 NX10.25 End-J 9.767E-05 6.362E-05 O/S

P2 B1471 NX10.25 End-I 8.700E-05 5.682E-05 O/S

P2 B1471 NX10.25 Middle 2.814E-05 5.564E-05 O/S

P2 B1471 NX10.25 End-J 6.157E-05 3.046E-05 O/S

P2 B1472 NX10.25 End-I 7.700E-05 5.019E-05 O/S

P2 B1472 NX10.25 Middle 2.488E-05 7.031E-05 O/S

P2 B1472 NX10.25 End-J 7.700E-05 4.105E-05 O/S

P2 B1473 NX10.25 End-I 8.190E-05 5.356E-05 O/S

P2 B1473 NX10.25 Middle 2.710E-05 7.700E-05 O/S

P2 B1473 NX10.25 End-J 8.369E-05 5.471E-05 O/S

P2 B1474 NX10.25 End-I 7.700E-05 3.969E-05 O/S

P2 B1474 NX10.25 Middle 3.339E-05 5.446E-05 O/S

P2 B1474 NX10.25 End-J 1.039E-04 6.756E-05 O/S

P2 B1475 NX10.25 End-I 8.751E-05 5.715E-05 O/S

P2 B1475 NX10.25 Middle 2.830E-05 5.347E-05 O/S

P2 B1475 NX10.25 End-J 5.837E-05 2.890E-05 O/S


Anexo – 2

13



P2 B1476 NX10.25 End-I 8.054E-05 5.269E-05 O/S

P2 B1476 NX10.25 Middle 2.611E-05 6.691E-05 O/S

P2 B1476 NX10.25 End-J 6.693E-05 3.308E-05 O/S

P2 B1477 NX10.25 End-I 7.700E-05 4.955E-05 O/S

P2 B1477 NX10.25 Middle 2.525E-05 7.476E-05 O/S

P2 B1477 NX10.25 End-J 7.783E-05 5.095E-05 O/S

P2 B1478 NX10.25 End-I 6.470E-05 3.488E-05 O/S

P2 B1478 NX10.25 Middle 3.488E-05 5.124E-05 O/S

P2 B1478 NX10.25 End-J 1.087E-04 7.062E-05 O/S

P2 B1479 NX10.25 End-I 8.658E-05 5.656E-05 O/S

P2 B1479 NX10.25 Middle 2.800E-05 4.940E-05 O/S

P2 B1479 NX10.25 End-J 5.361E-05 2.800E-05 O/S

P2 B1480 NX10.25 End-I 8.436E-05 5.514E-05 O/S

P2 B1480 NX10.25 Middle 2.731E-05 6.243E-05 O/S

P2 B1480 NX10.25 End-J 4.812E-05 2.731E-05 O/S

P2 B1481 NX10.25 End-I 7.700E-05 4.349E-05 O/S

P2 B1481 NX10.25 Middle 2.238E-05 6.931E-05 O/S

P2 B1481 NX10.25 End-J 7.700E-05 4.510E-05 O/S

P2 B1482 NX10.25 End-I 4.581E-05 3.583E-05 O/S

P2 B1482 NX10.25 Middle 3.583E-05 4.801E-05 O/S

P2 B1482 NX10.25 End-J 1.118E-04 7.257E-05 O/S

P2 B1483 NX10.25 End-I 8.411E-05 5.498E-05 O/S

P2 B1483 NX10.25 Middle 2.723E-05 4.372E-05 O/S

P2 B1483 NX10.25 End-J 4.750E-05 2.723E-05 O/S

P2 B1484 NX10.25 End-I 8.659E-05 5.656E-05 O/S

P2 B1484 NX10.25 Middle 2.801E-05 6.148E-05 O/S

P2 B1484 NX10.25 End-J 2.801E-05 3.772E-05 O/S

P2 B1485 NX10.25 End-I 7.214E-05 3.562E-05 O/S

P2 B1485 NX10.25 Middle 1.857E-05 6.603E-05 O/S

P2 B1485 NX10.25 End-J 7.573E-05 3.737E-05 O/S

P2 B1486 NX10.25 End-I 3.607E-05 3.607E-05 O/S

P2 B1486 NX10.25 Middle 3.607E-05 4.490E-05 O/S

P2 B1486 NX10.25 End-J 1.126E-04 7.306E-05 O/S

P2 B1487 NX10.25 End-I 7.994E-05 5.231E-05 O/S

P2 B1487 NX10.25 Middle 2.592E-05 3.735E-05 O/S

P2 B1487 NX10.25 End-J 4.007E-05 2.592E-05 O/S

P2 B1488 NX10.25 End-I 8.722E-05 5.696E-05 O/S

P2 B1488 NX10.25 Middle 2.820E-05 5.431E-05 O/S

P2 B1488 NX10.25 End-J 2.820E-05 3.964E-05 O/S

P2 B1489 NX10.25 End-I 5.415E-05 2.683E-05 O/S

P2 B1489 NX10.25 Middle 1.410E-05 5.660E-05 O/S

P2 B1489 NX10.25 End-J 5.725E-05 2.834E-05 O/S

P2 B1490 NX10.25 End-I 3.516E-05 3.602E-05 O/S

P2 B1490 NX10.25 Middle 4.134E-05 4.019E-05 O/S

P2 B1490 NX10.25 End-J 1.096E-04 7.119E-05 O/S

P2 B1491 NX10.25 End-I 7.700E-05 4.832E-05 O/S

P2 B1491 NX10.25 Middle 2.396E-05 3.570E-05 O/S

P2 B1491 NX10.25 End-J 3.255E-05 2.427E-05 O/S

P2 B1492 NX10.25 End-I 8.233E-05 5.384E-05 O/S

P2 B1492 NX10.25 Middle 2.667E-05 4.757E-05 O/S

P2 B1492 NX10.25 End-J 2.667E-05 4.068E-05 O/S

P2 B1493 NX10.25 End-I 3.722E-05 2.201E-05 O/S


Anexo – 2

14



P2 B1493 NX10.25 Middle 9.950E-06 5.090E-05 O/S

P2 B1493 NX10.25 End-J 4.021E-05 2.106E-05 O/S

P2 B1494 NX10.25 End-I 3.205E-05 4.035E-05 O/S

P2 B1494 NX10.25 Middle 4.892E-05 4.104E-05 O/S

P2 B1494 NX10.25 End-J 9.956E-05 6.483E-05 O/S

P2 B1495 NX10.25 End-I 7.700E-05 4.304E-05 O/S

P2 B1495 NX10.25 Middle 2.303E-05 4.591E-05 O/S

P2 B1495 NX10.25 End-J 2.136E-05 4.033E-05 O/S

P2 B1496 NX10.25 End-I 3.495E-05 2.159E-05 O/S

P2 B1496 NX10.25 Middle 9.405E-06 4.910E-05 O/S

P2 B1496 NX10.25 End-J 3.799E-05 2.070E-05 O/S

P2 B1497 NX10.25 End-I 2.431E-05 4.152E-05 O/S

P2 B1497 NX10.25 Middle 5.336E-05 4.089E-05 O/S

P2 B1497 NX10.25 End-J 8.261E-05 4.903E-05 O/S

P2 B1498 NX10.25 End-I 7.700E-05 4.920E-05 O/S

P2 B1498 NX10.25 Middle 2.440E-05 5.092E-05 O/S

P2 B1498 NX10.25 End-J 2.440E-05 3.851E-05 O/S

P2 B1499 NX10.25 End-I 5.185E-05 2.570E-05 O/S

P2 B1499 NX10.25 Middle 1.359E-05 5.426E-05 O/S

P2 B1499 NX10.25 End-J 5.513E-05 2.730E-05 O/S

P2 B1500 NX10.25 End-I 3.074E-05 4.040E-05 O/S

P2 B1500 NX10.25 Middle 5.033E-05 4.413E-05 O/S

P2 B1500 NX10.25 End-J 9.534E-05 6.214E-05 O/S

P2 B1501 NX10.25 End-I 7.753E-05 5.076E-05 O/S

P2 B1501 NX10.25 Middle 2.516E-05 5.670E-05 O/S

P2 B1501 NX10.25 End-J 2.821E-05 3.645E-05 O/S

P2 B1502 NX10.25 End-I 6.931E-05 3.424E-05 O/S

P2 B1502 NX10.25 Middle 1.780E-05 6.339E-05 O/S

P2 B1502 NX10.25 End-J 7.253E-05 3.581E-05 O/S

P2 B1503 NX10.25 End-I 3.498E-05 3.779E-05 O/S

P2 B1503 NX10.25 Middle 4.338E-05 4.418E-05 O/S

P2 B1503 NX10.25 End-J 1.090E-04 7.082E-05 O/S

P2 B1504 NX10.25 End-I 7.751E-05 5.074E-05 O/S

P2 B1504 NX10.25 Middle 2.515E-05 5.792E-05 O/S

P2 B1504 NX10.25 End-J 4.901E-05 2.628E-05 O/S

P2 B1505 NX10.25 End-I 7.700E-05 4.188E-05 O/S

P2 B1505 NX10.25 Middle 2.152E-05 6.688E-05 O/S

P2 B1505 NX10.25 End-J 7.700E-05 4.337E-05 O/S

P2 B1506 NX10.25 End-I 3.838E-05 3.838E-05 O/S

P2 B1506 NX10.25 Middle 3.838E-05 5.133E-05 O/S

P2 B1506 NX10.25 End-J 1.201E-04 7.700E-05 O/S

P2 B1507 NX10.25 End-I 4.678E-05 2.320E-05 O/S

P2 B1507 NX10.25 Middle 1.156E-05 2.277E-05 O/S

P2 B1507 NX10.25 End-J 3.589E-05 1.784E-05 O/S

P2 B1508 NX10.25 End-I 5.974E-05 2.956E-05 O/S

P2 B1508 NX10.25 Middle 1.471E-05 2.162E-05 O/S

P2 B1508 NX10.25 End-J 4.480E-05 2.223E-05 O/S

P2 B1509 NX10.25 End-I 5.997E-05 2.967E-05 O/S

P2 B1509 NX10.25 Middle 1.476E-05 2.211E-05 O/S

P2 B1509 NX10.25 End-J 4.980E-05 2.469E-05 O/S

P2 B1510 NX10.25 End-I 4.880E-05 2.420E-05 O/S

P2 B1510 NX10.25 Middle 1.211E-05 2.172E-05 O/S


Anexo – 2

15



P2 B1510 NX10.25 End-J 4.903E-05 2.431E-05 O/S

P2 B1511 NX10.25 End-I 7.700E-05 4.946E-05 O/S

P2 B1511 NX10.25 Middle 2.452E-05 6.287E-05 O/S

P2 B1511 NX10.25 End-J 6.783E-05 3.352E-05 O/S

P2 B1512 NX10.25 End-I 7.700E-05 4.800E-05 O/S

P2 B1512 NX10.25 Middle 2.449E-05 7.251E-05 O/S

P2 B1512 NX10.25 End-J 7.700E-05 4.939E-05 O/S

P2 B1513 NX10.25 End-I 5.173E-05 4.101E-05 O/S

P2 B1513 NX10.25 Middle 4.101E-05 5.532E-05 O/S

P2 B1513 NX10.25 End-J 1.288E-04 7.700E-05 O/S

P2 B1514 NX10.25 End-I 7.700E-05 4.879E-05 O/S

P2 B1514 NX10.25 Middle 2.419E-05 6.170E-05 O/S

P2 B1514 NX10.25 End-J 7.700E-05 4.114E-05 O/S

P2 B1515 NX10.25 End-I 8.000E-05 5.234E-05 O/S

P2 B1515 NX10.25 Middle 2.656E-05 7.557E-05 O/S

P2 B1515 NX10.25 End-J 8.198E-05 5.361E-05 O/S

P2 B1516 NX10.25 End-I 6.677E-05 4.209E-05 O/S

P2 B1516 NX10.25 Middle 4.209E-05 5.927E-05 O/S

P2 B1516 NX10.25 End-J 1.323E-04 7.700E-05 O/S

P2 B1517 NX10.25 End-I 7.700E-05 4.708E-05 O/S

P2 B1517 NX10.25 Middle 2.335E-05 6.357E-05 O/S

P2 B1517 NX10.25 End-J 7.700E-05 4.685E-05 O/S

P2 B1518 NX10.25 End-I 8.381E-05 5.479E-05 O/S

P2 B1518 NX10.25 Middle 2.770E-05 7.571E-05 O/S

P2 B1518 NX10.25 End-J 8.561E-05 5.593E-05 O/S

P2 B1519 NX10.25 End-I 7.700E-05 3.879E-05 O/S

P2 B1519 NX10.25 Middle 3.788E-05 6.101E-05 O/S

P2 B1519 NX10.25 End-J 1.185E-04 7.677E-05 O/S

P2 B1542 NX10.25 End-I 7.700E-05 4.351E-05 O/S

P2 B1542 NX10.25 Middle 2.613E-05 5.998E-05 O/S

P2 B1542 NX10.25 End-J 8.061E-05 5.274E-05 O/S

P2 B1543 NX10.25 End-I 8.487E-05 5.546E-05 O/S

P2 B1543 NX10.25 Middle 2.794E-05 6.862E-05 O/S

P2 B1543 NX10.25 End-J 8.639E-05 5.643E-05 O/S

P2 B1544 NX10.25 End-I 7.700E-05 4.552E-05 O/S

P2 B1544 NX10.25 Middle 3.164E-05 6.234E-05 O/S

P2 B1544 NX10.25 End-J 9.907E-05 6.398E-05 O/S

P2 B1545 NX10.25 End-I 7.700E-05 4.032E-05 O/S

P2 B1545 NX10.25 Middle 2.593E-05 5.425E-05 O/S

P2 B1545 NX10.25 End-J 7.998E-05 5.233E-05 O/S

P2 B1546 NX10.25 End-I 8.083E-05 5.288E-05 O/S

P2 B1546 NX10.25 Middle 2.661E-05 6.080E-05 O/S

P2 B1546 NX10.25 End-J 8.215E-05 5.372E-05 O/S

P2 B1547 NX10.25 End-I 7.700E-05 4.591E-05 O/S

P2 B1547 NX10.25 Middle 3.135E-05 5.865E-05 O/S

P2 B1547 NX10.25 End-J 9.729E-05 6.339E-05 O/S

P2 B1548 NX10.25 End-I 7.215E-05 3.563E-05 O/S

P2 B1548 NX10.25 Middle 2.404E-05 4.668E-05 O/S

P2 B1548 NX10.25 End-J 7.700E-05 4.849E-05 O/S

P2 B1549 NX10.25 End-I 7.700E-05 4.756E-05 O/S

P2 B1549 NX10.25 Middle 2.388E-05 5.108E-05 O/S

P2 B1549 NX10.25 End-J 7.700E-05 4.816E-05 O/S


Anexo – 2

16



P2 B1550 NX10.25 End-I 7.700E-05 4.306E-05 O/S

P2 B1550 NX10.25 Middle 2.649E-05 4.545E-05 O/S

P2 B1550 NX10.25 End-J 8.176E-05 5.347E-05 O/S

P2 B1551 NX10.25 End-I 5.984E-05 2.961E-05 O/S

P2 B1551 NX10.25 Middle 1.923E-05 3.842E-05 O/S

P2 B1551 NX10.25 End-J 7.700E-05 3.872E-05 O/S

P2 B1552 NX10.25 End-I 7.605E-05 3.753E-05 O/S

P2 B1552 NX10.25 Middle 1.864E-05 4.357E-05 O/S

P2 B1552 NX10.25 End-J 7.601E-05 3.751E-05 O/S

P2 B1553 NX10.25 End-I 7.035E-05 3.475E-05 O/S

P2 B1553 NX10.25 Middle 1.977E-05 3.752E-05 O/S

P2 B1553 NX10.25 End-J 7.700E-05 3.981E-05 O/S

P2 B1563 NX10.25 End-I 7.700E-05 6.247E-05 O/S

P2 B1563 NX10.25 Middle 6.247E-05 6.535E-05 O/S

P2 B1563 NX10.25 End-J 2.017E-04 9.585E-05 O/S

P2 B1564 NX10.25 End-I 8.535E-05 5.577E-05 O/S

P2 B1564 NX10.25 Middle 2.814E-05 7.373E-05 O/S

P2 B1564 NX10.25 End-J 8.701E-05 5.683E-05 O/S

P2 B1565 NX10.25 End-I 7.700E-05 4.554E-05 O/S

P2 B1565 NX10.25 Middle 2.496E-05 6.307E-05 O/S

P2 B1565 NX10.25 End-J 7.700E-05 5.036E-05 O/S

P2 B1582 V30.50 End-I 6.148E-04 4.002E-04 O/S

P2 B1582 V30.50 Middle 1.979E-04 3.404E-04 O/S

P2 B1582 V30.50 End-J 5.393E-04 3.522E-04 O/S

P2 B1583 V30.50 End-I 8.007E-04 4.721E-04 O/S

P2 B1583 V30.50 Middle 2.548E-04 4.042E-04 O/S

P2 B1583 V30.50 End-J 4.721E-04 3.842E-04 O/S

P1 B1028 V30.50 End-I 7.328E-04 4.721E-04 O/S

P1 B1028 V30.50 Middle 2.342E-04 5.202E-04 4.016E-04

P1 B1028 V30.50 End-J 6.157E-04 4.008E-04 O/S

P1 B1029 V30.60 End-I 5.725E-04 3.342E-04 O/S

P1 B1029 V30.60 Middle 1.658E-04 4.152E-04 3.357E-04

P1 B1029 V30.60 End-J 3.157E-04 2.799E-04 O/S

P1 B1030 V30.40 End-I 0.001 5.118E-04 7.513E-04

P1 B1030 V30.40 Middle 3.342E-04 8.919E-04 2.511E-04

P1 B1030 V30.40 End-J 0.001 5.141E-04 7.109E-04

P1 B1037 V30.60 End-I 5.725E-04 2.833E-04 5.329E-04

P1 B1037 V30.60 Middle 1.407E-04 2.792E-04 4.077E-04

P1 B1037 V30.60 End-J 5.701E-04 2.813E-04 O/S

P1 B1038 V30.60 End-I 5.581E-04 2.755E-04 O/S

P1 B1038 V30.60 Middle 1.443E-04 2.693E-04 4.134E-04

P1 B1038 V30.60 End-J 5.725E-04 2.906E-04 O/S

P1 B1039 V30.60 End-I 5.725E-04 2.859E-04 O/S

P1 B1039 V30.60 Middle 1.577E-04 3.137E-04 4.016E-04

P1 B1039 V30.60 End-J 5.725E-04 3.176E-04 O/S

P1 B1048 V30.60 End-I 7.285E-04 4.745E-04 O/S

P1 B1048 V30.60 Middle 2.347E-04 5.725E-04 2.511E-04

P1 B1048 V30.60 End-J 4.981E-04 4.176E-04 2.511E-04

P1 B1049 V30.60 End-I 2.711E-04 2.711E-04 6.543E-04

P1 B1049 V30.60 Middle 5.725E-04 2.711E-04 8.667E-04

P1 B1049 V30.60 End-J 8.463E-04 5.491E-04 O/S

P1 B1051 V25.25 End-I 1.961E-04 1.282E-04 O/S


Anexo – 2

17



P1 B1051 V25.25 Middle 6.353E-05 1.838E-04 O/S

P1 B1051 V25.25 End-J 1.841E-04 9.538E-05 0.000

P1 B1052 V25.25 End-I 1.841E-04 9.969E-05 2.092E-04

P1 B1052 V25.25 Middle 5.179E-05 1.214E-04 2.092E-04

P1 B1052 V25.25 End-J 1.841E-04 1.044E-04 2.092E-04

P1 B1053 V25.25 End-I 1.902E-04 1.245E-04 O/S

P1 B1053 V25.25 Middle 6.167E-05 1.841E-04 O/S

P1 B1053 V25.25 End-J 1.841E-04 1.095E-04 2.270E-05

P1 B1054 V25.25 End-I 2.131E-04 1.391E-04 2.092E-04

P1 B1054 V25.25 Middle 6.885E-05 1.841E-04 O/S

P1 B1054 V25.25 End-J 6.885E-05 1.841E-04 O/S

P1 B1055 V30.40 End-I 6.584E-04 3.716E-04 9.287E-04

P1 B1055 V30.40 Middle 3.292E-04 2.091E-04 8.261E-04

P1 B1055 V30.40 End-J 2.091E-04 2.091E-04 6.817E-04

P1 B1056 V30.40 End-I 7.128E-04 3.716E-04 0.001

P1 B1056 V30.40 Middle 3.653E-04 2.254E-04 0.001

P1 B1056 V30.40 End-J 2.254E-04 2.254E-04 8.095E-04

P1 B1057 V30.40 End-I 4.766E-04 3.104E-04 6.350E-04

P1 B1057 V30.40 Middle 1.535E-04 2.299E-04 4.986E-04

P1 B1057 V30.40 End-J 3.847E-04 2.525E-04 6.128E-04

P1 B1059 V30.50 End-I 1.218E-04 1.218E-04 3.670E-04

P1 B1059 V30.50 Middle 2.865E-04 1.218E-04 5.001E-04

P1 B1059 V30.50 End-J 4.721E-04 2.452E-04 5.459E-04

P1 B1060 V25.25 End-I 7.627E-05 4.961E-05 2.092E-04

P1 B1060 V25.25 Middle 4.229E-05 7.590E-05 2.092E-04

P1 B1060 V25.25 End-J 1.723E-04 8.510E-05 2.092E-04

P1 B1061 V30.50 End-I 5.740E-04 3.743E-04 5.080E-04

P1 B1061 V30.50 Middle 1.852E-04 6.385E-04 4.144E-04

P1 B1061 V30.50 End-J 4.721E-04 3.652E-04 4.859E-04

P1 B1062 V30.40 End-I 3.716E-04 1.891E-04 4.695E-04

P1 B1062 V30.40 Middle 9.392E-05 3.716E-04 4.328E-04

P1 B1062 V30.40 End-J 9.392E-05 1.240E-04 4.178E-04

P1 B1063 V30.50 End-I 1.806E-04 5.502E-04 2.511E-04

P1 B1063 V30.50 Middle 3.451E-04 3.252E-04 2.511E-04

P1 B1063 V30.50 End-J 5.592E-04 3.649E-04 2.511E-04

P1 B1064 V30.50 End-I 5.826E-04 4.721E-04 9.501E-04

P1 B1064 V30.50 Middle 1.879E-04 1.879E-04 8.804E-04

P1 B1064 V30.50 End-J 4.721E-04 4.721E-04 8.240E-04

P1 B1065 V30.50 End-I 4.721E-04 3.307E-04 6.097E-04

P1 B1065 V30.50 Middle 1.451E-04 1.942E-04 5.121E-04

P1 B1065 V30.50 End-J 4.721E-04 4.250E-04 5.849E-04

P1 B1069 NY10.25 End-I 7.185E-05 3.548E-05 O/S

P1 B1069 NY10.25 Middle 4.039E-05 1.763E-05 O/S

P1 B1069 NY10.25 End-J 1.763E-05 1.763E-05 O/S

P1 B1070 NY10.25 End-I 7.700E-05 4.701E-05 O/S

P1 B1070 NY10.25 Middle 2.601E-05 2.332E-05 O/S

P1 B1070 NY10.25 End-J 2.332E-05 2.332E-05 O/S

P1 B1071 NY10.25 End-I 8.090E-05 5.292E-05 O/S

P1 B1071 NY10.25 Middle 2.622E-05 2.622E-05 O/S

P1 B1071 NY10.25 End-J 2.622E-05 2.622E-05 O/S

P1 B1072 NY10.25 End-I 8.525E-05 5.571E-05 O/S

P1 B1072 NY10.25 Middle 2.759E-05 2.759E-05 O/S


Anexo – 2

18



P1 B1072 NY10.25 End-J 2.759E-05 2.759E-05 O/S

P1 B1073 NY10.25 End-I 8.623E-05 5.633E-05 O/S

P1 B1073 NY10.25 Middle 2.790E-05 2.790E-05 O/S

P1 B1073 NY10.25 End-J 2.790E-05 2.790E-05 O/S

P1 B1074 NY10.25 End-I 8.398E-05 5.489E-05 O/S

P1 B1074 NY10.25 Middle 2.719E-05 2.719E-05 O/S

P1 B1074 NY10.25 End-J 2.719E-05 2.719E-05 O/S

P1 B1075 NY10.25 End-I 7.832E-05 5.127E-05 O/S

P1 B1075 NY10.25 Middle 2.541E-05 2.541E-05 O/S

P1 B1075 NY10.25 End-J 2.541E-05 2.541E-05 O/S

P1 B1076 NY10.25 End-I 7.700E-05 4.546E-05 O/S

P1 B1076 NY10.25 Middle 2.255E-05 2.255E-05 O/S

P1 B1076 NY10.25 End-J 2.255E-05 2.255E-05 O/S

P1 B1077 NY10.25 End-I 7.700E-05 3.920E-05 O/S

P1 B1077 NY10.25 Middle 1.947E-05 1.957E-05 O/S

P1 B1077 NY10.25 End-J 1.947E-05 1.947E-05 O/S

P1 B1078 NY10.25 End-I 6.644E-05 3.284E-05 O/S

P1 B1078 NY10.25 Middle 1.633E-05 2.100E-05 O/S

P1 B1078 NY10.25 End-J 1.633E-05 1.633E-05 O/S

P1 B1079 NY10.25 End-I 4.750E-05 2.356E-05 O/S

P1 B1079 NY10.25 Middle 2.047E-05 2.546E-05 O/S

P1 B1079 NY10.25 End-J 1.173E-05 1.321E-05 O/S

P1 B1080 NY10.25 End-I 7.237E-05 3.574E-05 O/S

P1 B1080 NY10.25 Middle 4.133E-05 1.776E-05 O/S

P1 B1080 NY10.25 End-J 1.776E-05 1.776E-05 O/S

P1 B1081 NY10.25 End-I 7.700E-05 4.765E-05 O/S

P1 B1081 NY10.25 Middle 2.853E-05 2.363E-05 O/S

P1 B1081 NY10.25 End-J 2.363E-05 2.363E-05 O/S

P1 B1082 NY10.25 End-I 8.311E-05 5.434E-05 O/S

P1 B1082 NY10.25 Middle 2.692E-05 2.692E-05 O/S

P1 B1082 NY10.25 End-J 2.692E-05 2.692E-05 O/S

P1 B1083 NY10.25 End-I 8.937E-05 5.834E-05 O/S

P1 B1083 NY10.25 Middle 2.888E-05 2.888E-05 O/S

P1 B1083 NY10.25 End-J 2.888E-05 2.888E-05 O/S

P1 B1084 NY10.25 End-I 9.300E-05 6.066E-05 O/S

P1 B1084 NY10.25 Middle 3.001E-05 3.001E-05 O/S

P1 B1084 NY10.25 End-J 3.001E-05 3.001E-05 O/S

P1 B1085 NY10.25 End-I 9.433E-05 6.150E-05 O/S

P1 B1085 NY10.25 Middle 3.043E-05 3.043E-05 O/S

P1 B1085 NY10.25 End-J 3.043E-05 3.043E-05 O/S

P1 B1086 NY10.25 End-I 9.339E-05 6.090E-05 O/S

P1 B1086 NY10.25 Middle 3.013E-05 3.013E-05 O/S

P1 B1086 NY10.25 End-J 3.013E-05 3.013E-05 O/S

P1 B1087 NY10.25 End-I 9.018E-05 5.885E-05 O/S

P1 B1087 NY10.25 Middle 2.913E-05 2.913E-05 O/S

P1 B1087 NY10.25 End-J 2.913E-05 2.913E-05 O/S

P1 B1088 NY10.25 End-I 8.437E-05 5.515E-05 O/S

P1 B1088 NY10.25 Middle 2.731E-05 2.731E-05 O/S

P1 B1088 NY10.25 End-J 2.731E-05 2.731E-05 O/S

P1 B1089 NY10.25 End-I 7.700E-05 4.868E-05 O/S

P1 B1089 NY10.25 Middle 3.187E-05 2.414E-05 O/S

P1 B1089 NY10.25 End-J 2.414E-05 2.414E-05 O/S


Anexo – 2

19



P1 B1090 NY10.25 End-I 7.510E-05 3.675E-05 O/S

P1 B1090 NY10.25 Middle 4.595E-05 1.826E-05 O/S

P1 B1090 NY10.25 End-J 1.826E-05 1.826E-05 O/S

P1 B1091 NY10.25 End-I 7.607E-05 3.701E-05 O/S

P1 B1091 NY10.25 Middle 4.625E-05 1.839E-05 O/S

P1 B1091 NY10.25 End-J 1.839E-05 1.839E-05 O/S

P1 B1092 NY10.25 End-I 7.741E-05 5.068E-05 O/S

P1 B1092 NY10.25 Middle 3.375E-05 2.512E-05 O/S

P1 B1092 NY10.25 End-J 2.512E-05 2.512E-05 O/S

P1 B1093 NY10.25 End-I 9.236E-05 6.024E-05 O/S

P1 B1093 NY10.25 Middle 2.981E-05 2.981E-05 O/S

P1 B1093 NY10.25 End-J 2.981E-05 2.981E-05 O/S

P1 B1094 NY10.25 End-I 1.042E-04 6.774E-05 O/S

P1 B1094 NY10.25 Middle 3.348E-05 3.348E-05 O/S

P1 B1094 NY10.25 End-J 3.348E-05 3.348E-05 O/S

P1 B1095 NY10.25 End-I 1.133E-04 7.353E-05 O/S

P1 B1095 NY10.25 Middle 3.630E-05 3.630E-05 O/S

P1 B1095 NY10.25 End-J 3.630E-05 3.701E-05 O/S

P1 B1096 NY10.25 End-I 1.192E-04 7.700E-05 O/S

P1 B1096 NY10.25 Middle 3.810E-05 3.810E-05 O/S

P1 B1096 NY10.25 End-J 3.810E-05 6.475E-05 O/S

P1 B1097 NY10.25 End-I 1.213E-04 7.700E-05 O/S

P1 B1097 NY10.25 Middle 3.876E-05 3.876E-05 O/S

P1 B1097 NY10.25 End-J 3.876E-05 5.716E-05 O/S

P1 B1098 NY10.25 End-I 1.198E-04 7.700E-05 O/S

P1 B1098 NY10.25 Middle 3.829E-05 3.829E-05 O/S

P1 B1098 NY10.25 End-J 3.829E-05 5.316E-05 O/S

P1 B1099 NY10.25 End-I 1.149E-04 7.453E-05 O/S

P1 B1099 NY10.25 Middle 3.679E-05 3.679E-05 O/S

P1 B1099 NY10.25 End-J 3.679E-05 4.987E-05 O/S

P1 B1100 NY10.25 End-I 1.047E-04 6.808E-05 O/S

P1 B1100 NY10.25 Middle 4.900E-05 3.364E-05 O/S

P1 B1100 NY10.25 End-J 3.364E-05 4.834E-05 O/S

P1 B1101 NY10.25 End-I 8.484E-05 5.407E-05 O/S

P1 B1101 NY10.25 Middle 6.500E-05 2.679E-05 O/S

P1 B1101 NY10.25 End-J 2.679E-05 5.196E-05 O/S

P1 B1102 NY10.25 End-I 9.442E-05 7.615E-05 O/S

P1 B1102 NY10.25 Middle 3.558E-05 1.085E-04 O/S

P1 B1102 NY10.25 End-J 1.110E-04 7.205E-05 O/S

P1 B1103 NY10.25 End-I 1.237E-04 7.700E-05 O/S

P1 B1103 NY10.25 Middle 4.562E-05 9.778E-05 O/S

P1 B1103 NY10.25 End-J 1.440E-04 7.700E-05 O/S

P1 B1104 NY10.25 End-I 1.407E-04 7.700E-05 O/S

P1 B1104 NY10.25 Middle 5.150E-05 1.040E-04 O/S

P1 B1104 NY10.25 End-J 1.638E-04 7.868E-05 O/S

P1 B1105 NY10.25 End-I 1.505E-04 7.861E-05 O/S

P1 B1105 NY10.25 Middle 5.476E-05 1.084E-04 O/S

P1 B1105 NY10.25 End-J 1.750E-04 8.377E-05 O/S

P1 B1106 NY10.25 End-I 1.537E-04 8.246E-05 O/S

P1 B1106 NY10.25 Middle 5.585E-05 1.096E-04 O/S

P1 B1106 NY10.25 End-J 1.787E-04 8.548E-05 O/S

P1 B1107 NY10.25 End-I 1.500E-04 8.194E-05 O/S


Anexo – 2

20



P1 B1107 NY10.25 Middle 5.481E-05 1.063E-04 O/S

P1 B1107 NY10.25 End-J 1.751E-04 8.384E-05 O/S

P1 B1108 NY10.25 End-I 1.391E-04 7.700E-05 O/S

P1 B1108 NY10.25 Middle 5.159E-05 9.821E-05 O/S

P1 B1108 NY10.25 End-J 1.641E-04 7.882E-05 O/S

P1 B1109 NY10.25 End-I 1.212E-04 7.700E-05 O/S

P1 B1109 NY10.25 Middle 4.618E-05 8.568E-05 O/S

P1 B1109 NY10.25 End-J 1.459E-04 7.700E-05 O/S

P1 B1110 NY10.25 End-I 9.687E-05 7.300E-05 O/S

P1 B1110 NY10.25 Middle 3.856E-05 7.700E-05 O/S

P1 B1110 NY10.25 End-J 1.207E-04 7.700E-05 O/S

P1 B1111 NY10.25 End-I 7.700E-05 5.696E-05 O/S

P1 B1111 NY10.25 Middle 2.851E-05 7.700E-05 O/S

P1 B1111 NY10.25 End-J 8.820E-05 5.759E-05 O/S

P1 B1113 NY10.25 End-I 2.954E-05 7.700E-05 O/S

P1 B1113 NY10.25 Middle 2.954E-05 7.700E-05 O/S

P1 B1113 NY10.25 End-J 9.148E-05 5.968E-05 O/S

P1 B1114 NY10.25 End-I 3.439E-05 7.700E-05 O/S

P1 B1114 NY10.25 Middle 3.439E-05 7.700E-05 O/S

P1 B1114 NY10.25 End-J 1.071E-04 6.962E-05 O/S

P1 B1115 NY10.25 End-I 3.520E-05 7.700E-05 O/S

P1 B1115 NY10.25 Middle 3.520E-05 7.700E-05 O/S

P1 B1115 NY10.25 End-J 1.097E-04 7.128E-05 O/S

P1 B1116 NY10.25 End-I 3.381E-05 7.700E-05 O/S

P1 B1116 NY10.25 Middle 3.381E-05 7.700E-05 O/S

P1 B1116 NY10.25 End-J 1.052E-04 6.843E-05 O/S

P1 B1117 NY10.25 End-I 3.067E-05 7.360E-05 O/S

P1 B1117 NY10.25 Middle 3.067E-05 7.700E-05 O/S

P1 B1117 NY10.25 End-J 9.511E-05 6.200E-05 O/S

P1 B1118 NY10.25 End-I 7.700E-05 4.056E-05 O/S

P1 B1118 NY10.25 Middle 2.426E-05 3.185E-05 O/S

P1 B1118 NY10.25 End-J 4.924E-05 3.004E-05 O/S

P1 B1119 NY10.25 End-I 7.700E-05 4.758E-05 O/S

P1 B1119 NY10.25 Middle 2.360E-05 3.293E-05 O/S

P1 B1119 NY10.25 End-J 5.244E-05 2.899E-05 O/S

P1 B1120 NY10.25 End-I 7.700E-05 4.816E-05 O/S

P1 B1120 NY10.25 Middle 2.388E-05 3.492E-05 O/S

P1 B1120 NY10.25 End-J 5.022E-05 2.692E-05 O/S

P1 B1121 NY10.25 End-I 7.700E-05 4.563E-05 O/S

P1 B1121 NY10.25 Middle 2.264E-05 3.363E-05 O/S

P1 B1121 NY10.25 End-J 4.508E-05 2.412E-05 O/S

P1 B1122 NY10.25 End-I 7.700E-05 4.053E-05 O/S

P1 B1122 NY10.25 Middle 2.013E-05 2.973E-05 O/S

P1 B1122 NY10.25 End-J 3.754E-05 2.076E-05 O/S

P1 B1123 NY10.25 End-I 7.700E-05 4.376E-05 O/S

P1 B1123 NY10.25 Middle 2.544E-05 3.882E-05 O/S

P1 B1123 NY10.25 End-J 6.438E-05 3.183E-05 O/S

P1 B1124 NY10.25 End-I 8.546E-05 5.584E-05 O/S

P1 B1124 NY10.25 Middle 2.765E-05 5.201E-05 O/S

P1 B1124 NY10.25 End-J 7.306E-05 3.607E-05 O/S

P1 B1125 NY10.25 End-I 9.526E-05 6.209E-05 O/S

P1 B1125 NY10.25 Middle 3.071E-05 6.154E-05 O/S


Anexo – 2

21



P1 B1125 NY10.25 End-J 7.643E-05 3.771E-05 O/S

P1 B1126 NY10.25 End-I 1.030E-04 6.699E-05 O/S

P1 B1126 NY10.25 Middle 3.311E-05 6.718E-05 O/S

P1 B1126 NY10.25 End-J 7.700E-05 3.848E-05 O/S

P1 B1127 NY10.25 End-I 1.063E-04 6.912E-05 O/S

P1 B1127 NY10.25 Middle 3.415E-05 7.700E-05 O/S

P1 B1127 NY10.25 End-J 7.700E-05 4.811E-05 O/S

P1 B1128 NY10.25 End-I 1.056E-04 6.866E-05 O/S

P1 B1128 NY10.25 Middle 3.392E-05 7.700E-05 O/S

P1 B1128 NY10.25 End-J 7.700E-05 5.078E-05 O/S

P1 B1129 NY10.25 End-I 1.007E-04 6.555E-05 O/S

P1 B1129 NY10.25 Middle 3.241E-05 7.700E-05 O/S

P1 B1129 NY10.25 End-J 7.700E-05 4.850E-05 O/S

P1 B1130 NY10.25 End-I 9.120E-05 5.951E-05 O/S

P1 B1130 NY10.25 Middle 2.945E-05 6.059E-05 O/S

P1 B1130 NY10.25 End-J 7.700E-05 4.026E-05 O/S

P1 B1131 NY10.25 End-I 7.851E-05 5.138E-05 O/S

P1 B1131 NY10.25 Middle 2.547E-05 4.902E-05 O/S

P1 B1131 NY10.25 End-J 7.356E-05 3.631E-05 O/S

P1 B1132 NY10.25 End-I 7.700E-05 3.997E-05 O/S

P1 B1132 NY10.25 Middle 2.032E-05 3.360E-05 O/S

P1 B1132 NY10.25 End-J 6.047E-05 2.992E-05 O/S

P1 B1133 NY10.25 End-I 5.072E-05 2.514E-05 O/S

P1 B1133 NY10.25 Middle 1.321E-05 3.999E-05 O/S

P1 B1133 NY10.25 End-J 5.207E-05 2.580E-05 O/S

P1 B1134 NY10.25 End-I 4.489E-05 2.227E-05 O/S

P1 B1134 NY10.25 Middle 2.401E-05 3.396E-05 O/S

P1 B1134 NY10.25 End-J 5.780E-05 2.861E-05 O/S

P1 B1135 NY10.25 End-I 5.329E-05 2.640E-05 O/S

P1 B1135 NY10.25 Middle 1.314E-05 4.487E-05 O/S

P1 B1135 NY10.25 End-J 3.805E-05 1.890E-05 O/S

P1 B1312 NX10.25 End-I 7.700E-05 4.888E-05 O/S

P1 B1312 NX10.25 Middle 2.424E-05 5.101E-05 O/S

P1 B1312 NX10.25 End-J 3.248E-05 3.591E-05 O/S

P1 B1313 NX10.25 End-I 7.700E-05 3.985E-05 O/S

P1 B1313 NX10.25 Middle 2.455E-05 3.287E-05 O/S

P1 B1313 NX10.25 End-J 7.700E-05 4.953E-05 O/S

P1 B1314 NX10.25 End-I 8.718E-05 5.694E-05 O/S

P1 B1314 NX10.25 Middle 2.819E-05 7.534E-05 O/S

P1 B1314 NX10.25 End-J 5.852E-05 5.293E-05 O/S

P1 B1315 NX10.25 End-I 7.700E-05 4.645E-05 O/S

P1 B1315 NX10.25 Middle 2.591E-05 4.479E-05 O/S

P1 B1315 NX10.25 End-J 7.992E-05 5.229E-05 O/S

P1 B1316 NX10.25 End-I 9.421E-05 6.143E-05 O/S

P1 B1316 NX10.25 Middle 3.039E-05 7.700E-05 O/S

P1 B1316 NX10.25 End-J 7.700E-05 6.999E-05 O/S

P1 B1317 NX10.25 End-I 7.700E-05 4.748E-05 O/S

P1 B1317 NX10.25 Middle 2.419E-05 5.978E-05 O/S

P1 B1317 NX10.25 End-J 7.700E-05 4.878E-05 O/S

P1 B1322 NX10.25 End-I 7.255E-05 3.582E-05 O/S

P1 B1322 NX10.25 Middle 1.944E-05 2.782E-05 O/S

P1 B1322 NX10.25 End-J 7.700E-05 3.915E-05 O/S


Anexo – 2

22



P1 B1323 NX10.25 End-I 3.535E-05 1.823E-05 O/S

P1 B1323 NX10.25 Middle 1.823E-05 2.183E-05 O/S

P1 B1323 NX10.25 End-J 7.432E-05 3.668E-05 O/S

P1 B1324 NX10.25 End-I 7.700E-05 4.099E-05 O/S

P1 B1324 NX10.25 Middle 2.202E-05 3.659E-05 O/S

P1 B1324 NX10.25 End-J 7.700E-05 4.438E-05 O/S

P1 B1325 NX10.25 End-I 5.680E-05 2.813E-05 O/S

P1 B1325 NX10.25 Middle 2.086E-05 3.358E-05 O/S

P1 B1325 NX10.25 End-J 7.700E-05 4.202E-05 O/S

P1 B1326 NX10.25 End-I 7.700E-05 4.050E-05 O/S

P1 B1326 NX10.25 Middle 2.160E-05 4.308E-05 O/S

P1 B1326 NX10.25 End-J 7.700E-05 4.352E-05 O/S

P1 B1327 NX10.25 End-I 7.174E-05 3.543E-05 O/S

P1 B1327 NX10.25 Middle 2.040E-05 4.433E-05 O/S

P1 B1327 NX10.25 End-J 7.700E-05 4.109E-05 O/S

P1 B1347 NX10.25 End-I 1.591E-05 1.591E-05 O/S

P1 B1347 NX10.25 Middle 3.617E-05 1.591E-05 O/S

P1 B1347 NX10.25 End-J 6.469E-05 3.199E-05 O/S

P1 B1348 NX10.25 End-I 5.872E-05 2.907E-05 O/S

P1 B1348 NX10.25 Middle 1.446E-05 4.140E-05 O/S

P1 B1348 NX10.25 End-J 2.763E-05 2.580E-05 O/S

P1 B1349 NX10.25 End-I 1.760E-05 1.760E-05 O/S

P1 B1349 NX10.25 Middle 2.940E-05 1.760E-05 O/S

P1 B1349 NX10.25 End-J 7.170E-05 3.541E-05 O/S

P1 B1350 NX10.25 End-I 6.997E-05 3.457E-05 O/S

P1 B1350 NX10.25 Middle 1.718E-05 5.201E-05 O/S

P1 B1350 NX10.25 End-J 3.997E-05 3.759E-05 O/S

P1 B1351 NX10.25 End-I 1.789E-05 1.789E-05 O/S

P1 B1351 NX10.25 Middle 2.461E-05 1.789E-05 O/S

P1 B1351 NX10.25 End-J 7.289E-05 3.599E-05 O/S

P1 B1352 NX10.25 End-I 7.700E-05 4.119E-05 O/S

P1 B1352 NX10.25 Middle 2.045E-05 6.208E-05 O/S

P1 B1352 NX10.25 End-J 5.624E-05 4.944E-05 O/S

P1 B1353 NX10.25 End-I 1.859E-05 1.859E-05 O/S

P1 B1353 NX10.25 Middle 2.227E-05 1.859E-05 O/S

P1 B1353 NX10.25 End-J 7.581E-05 3.741E-05 O/S

P1 B1354 NX10.25 End-I 7.700E-05 4.476E-05 O/S

P1 B1354 NX10.25 Middle 2.221E-05 6.838E-05 O/S

P1 B1354 NX10.25 End-J 6.563E-05 5.520E-05 O/S

P1 B1355 NX10.25 End-I 1.829E-05 1.829E-05 O/S

P1 B1355 NX10.25 Middle 2.103E-05 1.829E-05 O/S

P1 B1355 NX10.25 End-J 7.458E-05 3.681E-05 O/S

P1 B1356 NX10.25 End-I 7.700E-05 4.442E-05 O/S

P1 B1356 NX10.25 Middle 2.204E-05 6.885E-05 O/S

P1 B1356 NX10.25 End-J 6.498E-05 5.294E-05 O/S

P1 B1357 NX10.25 End-I 1.729E-05 1.729E-05 O/S

P1 B1357 NX10.25 Middle 2.102E-05 1.729E-05 O/S

P1 B1357 NX10.25 End-J 7.042E-05 3.478E-05 O/S

P1 B1358 NX10.25 End-I 7.700E-05 3.935E-05 O/S

P1 B1358 NX10.25 Middle 1.954E-05 6.451E-05 O/S

P1 B1358 NX10.25 End-J 5.510E-05 4.330E-05 O/S

P1 B1359 NX10.25 End-I 1.434E-05 1.434E-05 O/S


Anexo – 2

23



P1 B1359 NX10.25 Middle 2.305E-05 1.434E-05 O/S

P1 B1359 NX10.25 End-J 5.824E-05 2.883E-05 O/S

P1 B1360 NX10.25 End-I 5.819E-05 2.881E-05 O/S

P1 B1360 NX10.25 Middle 1.433E-05 5.854E-05 O/S

P1 B1360 NX10.25 End-J 4.377E-05 3.225E-05 O/S

P1 B1372 NX10.25 End-I 1.473E-05 4.210E-05 O/S

P1 B1372 NX10.25 Middle 1.798E-05 3.444E-05 O/S

P1 B1372 NX10.25 End-J 5.983E-05 2.961E-05 O/S

P1 B1374 NX10.25 End-I 1.695E-05 4.255E-05 O/S

P1 B1374 NX10.25 Middle 1.695E-05 3.399E-05 O/S

P1 B1374 NX10.25 End-J 6.903E-05 3.411E-05 O/S

P1 B1376 NX10.25 End-I 1.931E-05 4.719E-05 O/S

P1 B1376 NX10.25 Middle 1.931E-05 3.277E-05 O/S

P1 B1376 NX10.25 End-J 7.700E-05 3.887E-05 O/S

P1 B1378 NX10.25 End-I 1.924E-05 5.177E-05 O/S

P1 B1378 NX10.25 Middle 2.413E-05 3.220E-05 O/S

P1 B1378 NX10.25 End-J 7.700E-05 3.874E-05 O/S

P1 B1393 NX10.25 End-I 2.215E-05 2.809E-05 O/S

P1 B1393 NX10.25 Middle 2.215E-05 2.382E-05 O/S

P1 B1393 NX10.25 End-J 7.700E-05 4.465E-05 O/S

P1 B1395 NX10.25 End-I 2.225E-05 2.225E-05 O/S

P1 B1395 NX10.25 Middle 2.230E-05 2.225E-05 O/S

P1 B1395 NX10.25 End-J 7.700E-05 4.485E-05 O/S

P1 B1397 NX10.25 End-I 2.241E-05 2.241E-05 O/S

P1 B1397 NX10.25 Middle 2.556E-05 2.241E-05 O/S

P1 B1397 NX10.25 End-J 7.700E-05 4.517E-05 O/S

P1 B1399 NX10.25 End-I 2.299E-05 2.299E-05 O/S

P1 B1399 NX10.25 Middle 2.848E-05 2.299E-05 O/S

P1 B1399 NX10.25 End-J 7.700E-05 4.635E-05 O/S

P1 B1401 NX10.25 End-I 2.404E-05 2.404E-05 O/S

P1 B1401 NX10.25 Middle 3.057E-05 2.404E-05 O/S

P1 B1401 NX10.25 End-J 7.700E-05 4.848E-05 O/S

P1 B1403 NX10.25 End-I 2.544E-05 2.544E-05 O/S

P1 B1403 NX10.25 Middle 3.133E-05 2.544E-05 O/S

P1 B1403 NX10.25 End-J 7.843E-05 5.134E-05 O/S

P1 B1405 NX10.25 End-I 2.707E-05 2.707E-05 O/S

P1 B1405 NX10.25 Middle 3.160E-05 2.707E-05 O/S

P1 B1405 NX10.25 End-J 8.361E-05 5.465E-05 O/S

P1 B1407 NX10.25 End-I 2.895E-05 2.895E-05 O/S

P1 B1407 NX10.25 Middle 2.997E-05 2.895E-05 O/S

P1 B1407 NX10.25 End-J 8.961E-05 5.849E-05 O/S

P1 B1409 NX10.25 End-I 2.971E-05 2.971E-05 O/S

P1 B1409 NX10.25 Middle 3.051E-05 2.971E-05 O/S

P1 B1409 NX10.25 End-J 9.202E-05 6.003E-05 O/S

P1 B1437 NX10.25 End-I 1.041E-04 6.769E-05 O/S

P1 B1437 NX10.25 Middle 3.345E-05 7.943E-05 O/S

P1 B1437 NX10.25 End-J 9.673E-05 6.303E-05 O/S

P1 B1438 NX10.25 End-I 1.049E-04 6.821E-05 O/S

P1 B1438 NX10.25 Middle 3.371E-05 8.501E-05 O/S

P1 B1438 NX10.25 End-J 1.043E-04 6.783E-05 O/S

P1 B1439 NX10.25 End-I 1.051E-04 6.835E-05 O/S

P1 B1439 NX10.25 Middle 3.427E-05 8.692E-05 O/S


Anexo – 2

24



P1 B1439 NX10.25 End-J 1.067E-04 6.937E-05 O/S

P1 B1440 NX10.25 End-I 1.043E-04 6.781E-05 O/S

P1 B1440 NX10.25 Middle 3.351E-05 8.517E-05 O/S

P1 B1440 NX10.25 End-J 1.041E-04 6.769E-05 O/S

P1 B1441 NX10.25 End-I 1.022E-04 6.647E-05 O/S

P1 B1441 NX10.25 Middle 3.286E-05 7.986E-05 O/S

P1 B1441 NX10.25 End-J 9.641E-05 6.282E-05 O/S

P1 B1442 NX10.25 End-I 9.862E-05 6.423E-05 O/S

P1 B1442 NX10.25 Middle 3.176E-05 7.700E-05 O/S

P1 B1442 NX10.25 End-J 8.391E-05 5.485E-05 O/S

P1 B1443 NX10.25 End-I 9.378E-05 6.115E-05 O/S

P1 B1443 NX10.25 Middle 3.026E-05 7.852E-05 O/S

P1 B1443 NX10.25 End-J 7.700E-05 7.174E-05 O/S

P1 B1444 NX10.25 End-I 8.875E-05 5.795E-05 O/S

P1 B1444 NX10.25 Middle 2.869E-05 7.700E-05 O/S

P1 B1444 NX10.25 End-J 6.338E-05 5.657E-05 O/S

P1 B1445 NX10.25 End-I 8.205E-05 5.365E-05 O/S

P1 B1445 NX10.25 Middle 2.658E-05 6.433E-05 O/S

P1 B1445 NX10.25 End-J 4.081E-05 4.197E-05 O/S

P1 B1454 NX10.25 End-I 1.054E-04 6.854E-05 O/S

P1 B1454 NX10.25 Middle 3.387E-05 7.700E-05 O/S

P1 B1454 NX10.25 End-J 8.414E-05 5.500E-05 O/S

P1 B1580 V30.50 End-I 4.721E-04 2.948E-04 3.667E-04

P1 B1580 V30.50 Middle 1.533E-04 3.536E-04 2.662E-04

P1 B1580 V30.50 End-J 4.724E-04 3.093E-04 3.186E-04

P1 B1581 V30.50 End-I 4.261E-04 4.144E-04 3.061E-04

P1 B1581 V30.50 Middle 2.679E-04 2.587E-04 3.169E-04

P1 B1581 V30.50 End-J 4.924E-04 3.222E-04 3.607E-04

PT B1066 V20.30 End-I 1.741E-04 8.600E-05 1.674E-04

PT B1066 V20.30 Middle 1.135E-04 1.778E-04 1.941E-04

PT B1066 V20.30 End-J 4.274E-05 4.368E-05 2.118E-04

PT B1067 V20.30 End-I 2.987E-05 1.490E-05 0.000

PT B1067 V20.30 Middle 7.444E-06 1.547E-05 0.000

PT B1067 V20.30 End-J 7.444E-06 7.916E-06 0.000

PT B1582 V20.30 End-I 6.225E-05 4.312E-05 0.000

PT B1582 V20.30 Middle 3.277E-05 3.654E-05 1.674E-04

PT B1582 V20.30 End-J 5.712E-05 4.020E-05 1.674E-04

PT B1583 V20.30 End-I 1.182E-04 5.861E-05 0.000

PT B1583 V20.30 Middle 3.048E-05 4.836E-05 0.000

PT B1583 V20.30 End-J 1.235E-04 6.123E-05 0.000

PT B1584 V20.30 End-I 3.074E-05 2.172E-05 1.674E-04

PT B1584 V20.30 Middle 1.279E-05 1.716E-05 1.674E-04

PT B1584 V20.30 End-J 2.406E-05 1.201E-05 1.674E-04

BASE B1068 V20.30 End-I 3.864E-06 1.931E-06 0.000

BASE B1068 V20.30 Middle 0.000 1.288E-06 0.000

BASE B1068 V20.30 End-J 3.864E-06 1.931E-06 0.000


Anexo – 2

25

Concrete Beam Design - Torsion Design Rebar Areas Concrete Beam Design - Torsion Design Rebar Areas

Story Beam Section Torsion-Shear Torsion-Long. Level Bay Name Rebar Area Rebar Area

P2 B1028 V30.50 4.431E-04 5.773E-04 P2 B1029 V30.60 3.932E-04 6.989E-04 P2 B1030 V30.50 2.683E-04 5.773E-04 P2 B1032 V30.40 6.880E-04 7.186E-04 P2 B1033 V30.40 6.531E-04 6.821E-04 P2 B1034 V30.40 0.001 0.001 P2 B1037 V30.60 8.666E-04 0.001 P2 B1038 V30.60 5.794E-04 8.369E-04 P2 B1039 V30.60 7.424E-04 0.001 P2 B1040 V30.40 3.752E-04 4.557E-04 P2 B1043 V40.80 5.734E-04 0.001 P2 B1044 V40.80 7.634E-04 0.002 P2 B1045 V30.50 4.860E-04 6.048E-04 P2 B1046 V30.50 0.000 0.000 P2 B1047 V30.50 3.635E-04 5.773E-04 P2 B1048 V30.50 3.519E-04 5.773E-04 P2 B1057 V30.50 6.474E-04 8.056E-04 P2 B1058 V30.50 2.405E-04 5.773E-04 P2 B1061 V30.50 2.124E-04 5.773E-04 P2 B1064 V30.50 3.013E-04 5.773E-04 P2 B1065 V30.50 2.141E-04 5.773E-04 P2 B1102 NY10.25 5.136E-04 1.769E-04 P2 B1103 NY10.25 4.685E-04 1.614E-04 P2 B1104 NY10.25 4.089E-04 1.408E-04 P2 B1105 NY10.25 0.000 0.000 P2 B1106 NY10.25 0.000 0.000 P2 B1107 NY10.25 0.000 0.000 P2 B1108 NY10.25 3.294E-04 1.134E-04 P2 B1109 NY10.25 5.140E-04 1.770E-04 P2 B1110 NY10.25 6.443E-04 2.219E-04 P2 B1111 NY10.25 6.840E-04 2.356E-04 P2 B1123 NY10.25 0.000 0.000 P2 B1124 NY10.25 0.000 0.000 P2 B1125 NY10.25 0.000 0.000 P2 B1126 NY10.25 0.000 0.000 P2 B1127 NY10.25 0.000 0.000 P2 B1128 NY10.25 0.000 0.000 P2 B1129 NY10.25 0.000 0.000 P2 B1130 NY10.25 0.000 0.000 P2 B1131 NY10.25 0.000 0.000 P2 B1132 NY10.25 3.025E-04 1.042E-04 P2 B1133 NY10.25 0.000 0.000 P2 B1134 NY10.25 3.612E-04 1.244E-04 P2 B1135 NY10.25 0.000 0.000 P2 B1137 NY10.25 0.001 4.715E-04 P2 B1138 NY10.25 0.001 4.294E-04 P2 B1142 NY10.25 0.001 4.390E-04 P2 B1143 NY10.25 0.001 4.552E-04 P2 B1147 NY10.25 0.001 4.097E-04 P2 B1148 NY10.25 0.001 4.336E-04 P2 B1152 NY10.25 0.001 3.632E-04


Anexo – 2

26

Concrete Beam Design - Torsion Design Rebar Areas Story Beam Section Torsion-Shear Torsion-Long. Level Bay Name Rebar Area Rebar Area

P2 B1153 NY10.25 0.001 3.952E-04 P2 B1157 NY10.25 9.557E-04 3.291E-04 P2 B1158 NY10.25 0.001 3.553E-04 P2 B1162 NY10.25 9.221E-04 3.176E-04 P2 B1163 NY10.25 9.770E-04 3.365E-04 P2 B1167 NY10.25 0.001 3.507E-04 P2 B1168 NY10.25 0.001 3.550E-04 P2 B1171 NY10.25 0.001 3.715E-04 P2 B1172 NY10.25 0.001 3.750E-04 P2 B1175 NY10.25 0.001 3.684E-04 P2 B1176 NY10.25 0.001 3.708E-04 P2 B1179 NY10.25 9.574E-04 3.297E-04 P2 B1180 NY10.25 9.690E-04 3.337E-04 P2 B1183 NY10.25 6.854E-04 2.360E-04 P2 B1184 NY10.25 6.964E-04 2.399E-04 P2 B1211 NY10.25 8.126E-04 2.799E-04 P2 B1212 NY10.25 7.614E-04 2.622E-04 P2 B1213 NY10.25 7.014E-04 2.416E-04 P2 B1214 NY10.25 7.480E-04 2.576E-04 P2 B1215 NY10.25 7.285E-04 2.509E-04 P2 B1216 NY10.25 8.318E-04 2.865E-04 P2 B1217 NY10.25 9.193E-04 3.166E-04 P2 B1218 NY10.25 0.001 3.548E-04 P2 B1219 NY10.25 6.355E-04 2.189E-04 P2 B1220 NY10.25 7.472E-04 2.573E-04 P2 B1221 NY10.25 0.001 3.449E-04 P2 B1222 NY10.25 0.001 3.941E-04 P2 B1223 NY10.25 4.717E-04 1.625E-04 P2 B1224 NY10.25 5.464E-04 1.882E-04 P2 B1225 NY10.25 9.726E-04 3.350E-04 P2 B1226 NY10.25 0.001 3.950E-04 P2 B1227 NY10.25 0.000 0.000 P2 B1228 NY10.25 3.013E-04 1.038E-04 P2 B1229 NY10.25 9.161E-04 3.155E-04 P2 B1230 NY10.25 0.001 3.729E-04 P2 B1231 NY10.25 0.000 0.000 P2 B1232 NY10.25 0.000 0.000 P2 B1233 NY10.25 0.001 3.507E-04 P2 B1234 NY10.25 9.697E-04 3.340E-04 P2 B1235 NY10.25 3.329E-04 1.147E-04 P2 B1236 NY10.25 4.030E-04 1.388E-04 P2 B1237 NY10.25 0.001 4.107E-04 P2 B1238 NY10.25 8.679E-04 2.989E-04 P2 B1239 NY10.25 5.276E-04 1.817E-04 P2 B1240 NY10.25 6.505E-04 2.240E-04 P2 B1241 NY10.25 0.001 4.535E-04 P2 B1242 NY10.25 8.749E-04 3.013E-04 P2 B1243 NY10.25 7.040E-04 2.425E-04 P2 B1244 NY10.25 8.404E-04 2.894E-04 P2 B1245 NY10.25 0.001 4.528E-04 P2 B1246 NY10.25 9.323E-04 3.211E-04 P2 B1247 NY10.25 8.095E-04 2.788E-04


Anexo – 2

27


P2 B1248 NY10.25 9.093E-04 3.132E-04 P2 B1249 NY10.25 0.001 3.860E-04 P2 B1250 NY10.25 9.076E-04 3.126E-04 P2 B1251 NY10.25 9.024E-04 3.108E-04 P2 B1252 NY10.25 8.101E-04 2.790E-04 P2 B1253 NY10.25 8.111E-04 2.793E-04 P2 B1254 NY10.25 8.577E-04 2.954E-04 P2 B1285 NY10.25 0.000 0.000 P2 B1286 NY10.25 0.000 0.000 P2 B1287 NY10.25 0.000 0.000 P2 B1288 NY10.25 0.000 0.000 P2 B1289 NY10.25 0.000 0.000 P2 B1290 NY10.25 0.000 0.000 P2 B1291 NY10.25 0.000 0.000 P2 B1312 NX10.25 6.243E-04 2.150E-04 P2 B1313 NX10.25 8.997E-04 3.099E-04 P2 B1314 NX10.25 6.868E-04 2.365E-04 P2 B1315 NX10.25 9.278E-04 3.195E-04 P2 B1316 NX10.25 6.274E-04 2.161E-04 P2 B1317 NX10.25 9.057E-04 3.119E-04 P2 B1322 NX10.25 8.591E-04 2.959E-04 P2 B1323 NX10.25 0.001 4.031E-04 P2 B1324 NX10.25 9.006E-04 3.102E-04 P2 B1325 NX10.25 0.001 4.462E-04 P2 B1326 NX10.25 8.325E-04 2.867E-04 P2 B1327 NX10.25 0.001 4.493E-04 P2 B1348 NX10.25 0.000 0.000 P2 B1350 NX10.25 0.000 0.000 P2 B1352 NX10.25 0.000 0.000 P2 B1354 NX10.25 0.000 0.000 P2 B1356 NX10.25 0.000 0.000 P2 B1358 NX10.25 3.042E-04 1.048E-04 P2 B1360 NX10.25 0.000 0.000 P2 B1455 NX10.25 5.058E-04 1.742E-04 P2 B1456 NX10.25 0.001 4.362E-04 P2 B1457 NX10.25 7.021E-04 2.418E-04 P2 B1458 NX10.25 8.673E-04 2.987E-04 P2 B1459 NX10.25 3.562E-04 1.227E-04 P2 B1460 NX10.25 0.001 4.102E-04 P2 B1461 NX10.25 5.476E-04 1.886E-04 P2 B1462 NX10.25 8.450E-04 2.910E-04 P2 B1463 NX10.25 0.000 0.000 P2 B1464 NX10.25 0.001 3.801E-04 P2 B1465 NX10.25 4.396E-04 1.514E-04 P2 B1466 NX10.25 8.528E-04 2.937E-04 P2 B1467 NX10.25 0.000 0.000 P2 B1468 NX10.25 0.001 3.476E-04 P2 B1469 NX10.25 3.671E-04 1.264E-04 P2 B1470 NX10.25 9.094E-04 3.132E-04 P2 B1471 NX10.25 0.000 0.000 P2 B1472 NX10.25 9.934E-04 3.421E-04 P2 B1473 NX10.25 2.947E-04 1.015E-04


Anexo – 2

28


P2 B1474 NX10.25 0.001 3.528E-04 P2 B1475 NX10.25 0.000 0.000 P2 B1476 NX10.25 0.001 3.650E-04 P2 B1477 NX10.25 0.000 0.000 P2 B1478 NX10.25 0.001 3.841E-04 P2 B1479 NX10.25 4.000E-04 1.377E-04 P2 B1480 NX10.25 0.001 3.780E-04 P2 B1481 NX10.25 2.945E-04 1.014E-04 P2 B1482 NX10.25 0.001 4.002E-04 P2 B1483 NX10.25 5.078E-04 1.749E-04 P2 B1484 NX10.25 0.001 3.593E-04 P2 B1485 NX10.25 3.895E-04 1.341E-04 P2 B1486 NX10.25 0.001 3.852E-04 P2 B1487 NX10.25 5.706E-04 1.965E-04 P2 B1488 NX10.25 8.966E-04 3.088E-04 P2 B1489 NX10.25 4.282E-04 1.475E-04 P2 B1490 NX10.25 9.549E-04 3.289E-04 P2 B1491 NX10.25 5.785E-04 1.992E-04 P2 B1492 NX10.25 7.114E-04 2.450E-04 P2 B1493 NX10.25 3.550E-04 1.223E-04 P2 B1494 NX10.25 6.695E-04 2.306E-04 P2 B1495 NX10.25 6.525E-04 2.247E-04 P2 B1496 NX10.25 3.113E-04 1.072E-04 P2 B1497 NX10.25 4.844E-04 1.668E-04 P2 B1498 NX10.25 9.084E-04 3.128E-04 P2 B1499 NX10.25 4.140E-04 1.426E-04 P2 B1500 NX10.25 7.589E-04 2.614E-04 P2 B1501 NX10.25 0.001 3.596E-04 P2 B1502 NX10.25 3.907E-04 1.346E-04 P2 B1503 NX10.25 9.213E-04 3.173E-04 P2 B1504 NX10.25 0.001 3.754E-04 P2 B1505 NX10.25 3.033E-04 1.045E-04 P2 B1506 NX10.25 9.809E-04 3.378E-04 P2 B1507 NX10.25 0.000 0.000 P2 B1508 NX10.25 0.000 0.000 P2 B1509 NX10.25 0.000 0.000 P2 B1510 NX10.25 3.068E-04 1.057E-04 P2 B1511 NX10.25 0.001 3.608E-04 P2 B1512 NX10.25 0.000 0.000 P2 B1513 NX10.25 9.935E-04 3.422E-04 P2 B1514 NX10.25 9.710E-04 3.344E-04 P2 B1515 NX10.25 3.450E-04 1.188E-04 P2 B1516 NX10.25 9.564E-04 3.294E-04 P2 B1517 NX10.25 9.246E-04 3.184E-04 P2 B1518 NX10.25 4.203E-04 1.447E-04 P2 B1519 NX10.25 9.168E-04 3.158E-04 P2 B1542 NX10.25 0.001 3.620E-04 P2 B1543 NX10.25 5.544E-04 1.909E-04 P2 B1544 NX10.25 0.001 4.051E-04 P2 B1545 NX10.25 0.001 3.896E-04 P2 B1546 NX10.25 6.440E-04 2.218E-04 P2 B1547 NX10.25 0.001 4.554E-04


Anexo – 2

29


P2 B1548 NX10.25 0.001 4.194E-04 P2 B1549 NX10.25 7.747E-04 2.668E-04 P2 B1550 NX10.25 0.001 4.531E-04 P2 B1551 NX10.25 0.001 4.496E-04 P2 B1552 NX10.25 8.826E-04 3.040E-04 P2 B1553 NX10.25 0.001 4.111E-04 P2 B1563 NX10.25 9.543E-04 3.286E-04 P2 B1564 NX10.25 4.749E-04 1.636E-04 P2 B1565 NX10.25 9.708E-04 3.344E-04 P2 B1582 V30.50 0.001 0.001 P2 B1583 V30.50 9.334E-04 0.001 P1 B1028 V30.50 8.992E-04 0.001 P1 B1029 V30.60 9.764E-04 0.001 P1 B1030 V30.40 2.595E-04 4.557E-04 P1 B1037 V30.60 6.591E-04 9.520E-04 P1 B1038 V30.60 6.511E-04 9.404E-04 P1 B1039 V30.60 8.582E-04 0.001 P1 B1048 V30.60 5.645E-04 8.154E-04 P1 B1049 V30.60 6.058E-04 8.750E-04 P1 B1051 V25.25 5.067E-04 3.265E-04 P1 B1052 V25.25 0.000 0.000 P1 B1053 V25.25 5.754E-04 3.708E-04 P1 B1054 V25.25 3.955E-04 2.549E-04 P1 B1055 V30.40 1.293E-04 4.557E-04 P1 B1056 V30.40 2.230E-04 4.557E-04 P1 B1057 V30.40 0.000 0.000 P1 B1059 V30.50 4.251E-04 5.773E-04 P1 B1060 V25.25 1.756E-04 2.382E-04 P1 B1061 V30.50 5.392E-04 6.709E-04 P1 B1062 V30.40 3.654E-04 4.557E-04 P1 B1063 V30.50 2.338E-04 5.773E-04 P1 B1064 V30.50 1.994E-04 5.773E-04 P1 B1065 V30.50 2.584E-04 5.773E-04 P1 B1069 NY10.25 8.302E-04 2.859E-04 P1 B1070 NY10.25 7.009E-04 2.414E-04 P1 B1071 NY10.25 5.235E-04 1.803E-04 P1 B1072 NY10.25 3.765E-04 1.297E-04 P1 B1073 NY10.25 0.000 0.000 P1 B1074 NY10.25 3.820E-04 1.316E-04 P1 B1075 NY10.25 5.489E-04 1.890E-04 P1 B1076 NY10.25 7.065E-04 2.433E-04 P1 B1077 NY10.25 8.430E-04 2.903E-04 P1 B1078 NY10.25 8.815E-04 3.036E-04 P1 B1079 NY10.25 7.550E-04 2.600E-04 P1 B1080 NY10.25 8.290E-04 2.855E-04 P1 B1081 NY10.25 7.083E-04 2.439E-04 P1 B1082 NY10.25 5.393E-04 1.857E-04 P1 B1083 NY10.25 3.950E-04 1.360E-04 P1 B1084 NY10.25 0.000 0.000 P1 B1085 NY10.25 0.000 0.000 P1 B1086 NY10.25 0.000 0.000 P1 B1087 NY10.25 3.420E-04 1.178E-04


Anexo – 2

30


P1 B1088 NY10.25 5.054E-04 1.741E-04 P1 B1089 NY10.25 6.764E-04 2.329E-04 P1 B1090 NY10.25 7.960E-04 2.741E-04 P1 B1091 NY10.25 0.001 3.629E-04 P1 B1092 NY10.25 9.664E-04 3.328E-04 P1 B1093 NY10.25 9.211E-04 3.172E-04 P1 B1094 NY10.25 8.269E-04 2.848E-04 P1 B1095 NY10.25 6.328E-04 2.179E-04 P1 B1096 NY10.25 3.185E-04 1.097E-04 P1 B1097 NY10.25 0.000 0.000 P1 B1098 NY10.25 3.100E-04 1.068E-04 P1 B1099 NY10.25 4.880E-04 1.681E-04 P1 B1100 NY10.25 7.132E-04 2.456E-04 P1 B1101 NY10.25 8.972E-04 3.090E-04 P1 B1102 NY10.25 0.001 4.454E-04 P1 B1103 NY10.25 0.001 3.680E-04 P1 B1104 NY10.25 8.297E-04 2.857E-04 P1 B1105 NY10.25 4.961E-04 1.709E-04 P1 B1106 NY10.25 0.000 0.000 P1 B1107 NY10.25 4.198E-04 1.446E-04 P1 B1108 NY10.25 8.484E-04 2.922E-04 P1 B1109 NY10.25 0.001 4.224E-04 P1 B1110 NY10.25 0.001 5.060E-04 P1 B1111 NY10.25 0.001 5.162E-04 P1 B1113 NY10.25 7.411E-04 2.552E-04 P1 B1114 NY10.25 5.763E-04 1.985E-04 P1 B1115 NY10.25 3.906E-04 1.345E-04 P1 B1116 NY10.25 4.168E-04 1.436E-04 P1 B1117 NY10.25 4.654E-04 1.603E-04 P1 B1118 NY10.25 4.773E-04 1.644E-04 P1 B1119 NY10.25 3.541E-04 1.219E-04 P1 B1120 NY10.25 3.062E-04 1.054E-04 P1 B1121 NY10.25 2.909E-04 1.002E-04 P1 B1122 NY10.25 3.425E-04 1.179E-04 P1 B1123 NY10.25 4.209E-04 1.450E-04 P1 B1124 NY10.25 3.091E-04 1.065E-04 P1 B1125 NY10.25 0.000 0.000 P1 B1126 NY10.25 0.000 0.000 P1 B1127 NY10.25 3.083E-04 1.062E-04 P1 B1128 NY10.25 1.783E-04 8.677E-05 P1 B1129 NY10.25 0.000 0.000 P1 B1130 NY10.25 0.000 0.000 P1 B1131 NY10.25 3.769E-04 1.298E-04 P1 B1132 NY10.25 4.494E-04 1.548E-04 P1 B1133 NY10.25 5.258E-04 1.811E-04 P1 B1134 NY10.25 5.336E-04 1.838E-04 P1 B1135 NY10.25 5.004E-04 1.724E-04 P1 B1312 NX10.25 0.001 4.697E-04 P1 B1313 NX10.25 9.352E-04 3.221E-04 P1 B1314 NX10.25 0.002 5.275E-04 P1 B1315 NX10.25 8.914E-04 3.070E-04 P1 B1316 NX10.25 0.001 4.907E-04


Anexo – 2

31


P1 B1317 NX10.25 8.006E-04 2.757E-04 P1 B1322 NX10.25 6.868E-04 2.365E-04 P1 B1323 NX10.25 7.319E-04 2.520E-04 P1 B1324 NX10.25 4.886E-04 1.683E-04 P1 B1325 NX10.25 8.164E-04 2.812E-04 P1 B1326 NX10.25 0.000 0.000 P1 B1327 NX10.25 8.959E-04 3.085E-04 P1 B1347 NX10.25 3.315E-04 1.142E-04 P1 B1348 NX10.25 3.664E-04 1.262E-04 P1 B1349 NX10.25 3.131E-04 1.078E-04 P1 B1350 NX10.25 4.412E-04 1.519E-04 P1 B1351 NX10.25 0.000 0.000 P1 B1352 NX10.25 3.630E-04 1.250E-04 P1 B1353 NX10.25 0.000 0.000 P1 B1354 NX10.25 0.000 0.000 P1 B1355 NX10.25 0.000 0.000 P1 B1356 NX10.25 0.000 0.000 P1 B1357 NX10.25 0.000 0.000 P1 B1358 NX10.25 3.272E-04 1.127E-04 P1 B1359 NX10.25 3.292E-04 1.134E-04 P1 B1360 NX10.25 3.913E-04 1.348E-04 P1 B1372 NX10.25 3.820E-04 1.316E-04 P1 B1374 NX10.25 5.385E-04 1.855E-04 P1 B1376 NX10.25 5.003E-04 1.723E-04 P1 B1378 NX10.25 3.284E-04 1.131E-04 P1 B1393 NX10.25 4.850E-04 1.670E-04 P1 B1395 NX10.25 5.062E-04 1.743E-04 P1 B1397 NX10.25 4.833E-04 1.665E-04 P1 B1399 NX10.25 4.594E-04 1.582E-04 P1 B1401 NX10.25 4.320E-04 1.488E-04 P1 B1403 NX10.25 3.983E-04 1.372E-04 P1 B1405 NX10.25 3.609E-04 1.243E-04 P1 B1407 NX10.25 3.531E-04 1.216E-04 P1 B1409 NX10.25 4.386E-04 1.510E-04 P1 B1437 NX10.25 8.116E-04 2.795E-04 P1 B1438 NX10.25 4.361E-04 1.502E-04 P1 B1439 NX10.25 0.000 0.000 P1 B1440 NX10.25 3.357E-04 1.156E-04 P1 B1441 NX10.25 7.005E-04 2.412E-04 P1 B1442 NX10.25 0.001 3.519E-04 P1 B1443 NX10.25 0.001 4.335E-04 P1 B1444 NX10.25 0.001 4.625E-04 P1 B1445 NX10.25 0.001 4.031E-04 P1 B1454 NX10.25 0.001 3.968E-04 P1 B1580 V30.50 3.297E-04 5.773E-04 P1 B1581 V30.50 9.733E-05 5.773E-04 PT B1066 V20.30 0.000 0.000 PT B1067 V20.30 1.106E-04 2.341E-04 PT B1582 V20.30 1.624E-04 2.395E-04 PT B1583 V20.30 0.000 0.000 PT B1584 V20.30 1.253E-04 2.395E-04

BASE B1068 V20.30 0.000 0.000

ANEXO

DETALLE DEL ANÁLISIS Y

DISEÑO DE LA CIMENTACIÓN

CC Roldos Teatro 5 Cim.fdb SAFE v12.3.1 - License #C1D Model Definition 25 junio 2012

Anexo – 3

1

Model Definition

1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.

1.1. Connectivity

Table 1: Concrete Slab Design Summary 02 - Span Definition Data Table 1: Concrete Slab Design Summary 02 - Span Definition Data

Strip SpanID SpanLength StartDist GlobalX1 GlobalY1 GlobalX2 GlobalY2

m m m m m m

CSA3 Cantilever Start 1.00000 0.00000 6.00000 14.70000 6.00000 13.70000

CSA3 Cantilever End 1.00000 1.00000 6.00000 13.70000 6.00000 12.70000








CSA7 Cantilever End 1.25000 1.25000 18.00000 0.00000 18.00000 -1.25000





CSB1 Cantilever Start 1.50000 0.00000 16.50000 7.10000 18.00000 7.10000

CSB1 Cantilever End 1.50000 1.50000 18.00000 7.10000 19.50000 7.10000









CSB6 Cantilever Start 0.75000 0.00000 -0.75000 0.00000 0.00000 0.00000




CSB8 Cantilever Start 0.75000 0.00000 -0.75000 13.70000 -1.110E-16 13.70000

CSB8 Cantilever End 0.75000 0.75000 -1.110E-16 13.70000 0.75000 13.70000









CC Roldos Teatro 5 Cim.fdb SAFE v12.3.1 - License #C1D 2. Model properties 25 junio 2012

Anexo – 3

2

Table 1: Concrete Slab Design Summary 02 - Span Definition Data

Strip SpanID SpanLength StartDist GlobalX1 GlobalY1 GlobalX2 GlobalY2

m m m m m m










CSB12 Cantilever End 1.00000 1.00000 6.00000 13.70000 7.00000 13.70000 CSB13 Cantilever Start 1.00000 0.00000 11.00000 13.70000 12.00000 13.70000


CSB14 Cantilever Start 1.00000 0.00000 -1.00000 7.10000 0.00000 7.10000










2. Model properties This section provides model properties, including items such as material properties, section properties, and support properties.

2.1. Material properties

Table 2: Material Properties 03 - Concrete Table 2: Material Properties 03 - Concrete

Material E U A UnitWt Fc LtWtConc

Tonf/m2 1/C Tonf/m3 Tonf/m2

C30 2719309.02 0.200000 9.9000E-06 2.4028E+00 3059.15 No

f'c=240 2184363.00 0.175000 9.9000E-06 2.4030E+00 2400.00 No

f'c=275 2184363.00 0.175000 9.9000E-06 2.4030E+00 2750.00 No

Table 3: Material Properties 04 - Rebar Table 3: Material Properties 04 - Rebar

Material E UnitWt Fy Fu

Tonf/m2 Tonf/m3 Tonf/m2 Tonf/m2

CSA-G30.18Gr400

20394323.84 7.8490E+00 40788.65 50985.81

fy=4200 20394323.84 7.8490E+00 42000.00 52500.00

CC Roldos Teatro 5 Cim.fdb SAFE v12.3.1 - License #C1D 2. Model properties 25 junio 2012

Anexo – 3

3

Table 4: Material Properties 05 - Tendon Table 4: Material Properties 05 - Tendon

Material E UnitWt Fy Fu

Tonf/m2 Tonf/m3 Tonf/m2 Tonf/m2

A416MGr186 20037484.34 7.8490E+00 172332.04 189667.21

2.2. Section properties

Table 5: Slab Properties 02 - Solid Slabs Table 5: Slab Properties 02 - Solid Slabs

Slab Type MatProp Thickness Ortho

m

Col_Stiff Slab f'c=275 2.000000 No

P30 Footing f'c=240 0.300000 No

P40 Footing f'c=240 0.400000 No

SLAB1 Slab C30 0.200000 No

Table 6: Beam Properties 02 - Rectangular Beam Table 6: Beam Properties 02 - Rectangular Beam

Beam MatProp Depth WidthTop WidthBot

m m m

BEAM1 C30 0.600000 0.300000 0.300000

V20.30 f'c=240 0.300000 0.200000 0.200000

Table 7: Beam Properties 06 - Design Data Table 7: Beam Properties 06 - Design Data

Beam MatRebarL MatRebarS FlngWOpt CoverTop CoverBot NoDesign

m m

BEAM1 CSA-G30.18Gr400

CSA-G30.18Gr400

Analysis Property

0.075000 0.075000 No

V20.30 fy=4200 fy=4200 Analysis Property

0.030000 0.030000 No

Table 8: Column Properties 02 - Rectangular Table 8: Column Properties 02 - Rectangular

Column MatProp SecDim2 SecDim3 AutoRigid AutoDrop IncludeCap

m m

COL1 C30 0.600000 0.300000 No No No

Table 9: Wall Properties Table 9: Wall Properties

Wall MatProp Thickness AutoRigid OutOfPlane

m

WALL1 C30 0.300000 No Yes

CC Roldos Teatro 5 Cim.fdb SAFE v12.3.1 - License #C1D 3. Model assignments 25 junio 2012

Anexo – 3

4

2.3. Support properties

Table 10: Soil Properties Table 10: Soil Properties

Soil Subgrade

Tonf/m3

qa=10T/m2 1.2000E+03

Table 11: Spring Properties - Point Table 11: Spring Properties - Point

Spring Ux Uy Uz Rx Ry Rz NonlinOpt

Tonf/m Tonf/m Tonf/m Tonf-m/rad Tonf-m/rad Tonf-m/rad

PSPR1 0.000 0.000 1.000 0.00000 0.00000 0.00000 None (Linear)

Table 12: Spring Properties - Line

Table 12: Spring Properties - Line

Spring VertStiff RotStiff NonlinOpt

Tonf/m/m Tonf/rad

LSPR1 1.00 1.00000 None (Linear)

3. Model assignments This section provides model assignments, including assignments to slabs, beams, and joints.

3.1. Slab assignments

Table 13: Slab Property Assignments Table 13: Slab Property

Assignments

Area SlabProp

F33 P40

F34 P30

F35 P30

F36 P30

F37 P30

F38 P30

F39 P30

F40 P30

F41 P30

F42 P40

F43 P40

F44 P30

F45 P40

CC Roldos Teatro 5 Cim.fdb SAFE v12.3.1 - License #C1D 4. Model loading 25 junio 2012

Anexo – 3

5

Table 13: Slab Property Assignments

Area SlabProp

F46 P40

F47 P40

3.2. Support assignments

Table 14: Soil Property Assignments Table 14: Soil Property

Assignments

Area SoilProp

F33 qa=10T/m2

F34 qa=10T/m2

F35 qa=10T/m2

F36 qa=10T/m2

F37 qa=10T/m2

F38 qa=10T/m2

F39 qa=10T/m2

F40 qa=10T/m2

F41 qa=10T/m2

F42 qa=10T/m2

F43 qa=10T/m2

F44 qa=10T/m2

F45 qa=10T/m2

F46 qa=10T/m2

F47 qa=10T/m2

4. Model loading This section provides model loading information, including load patterns, load cases, and load combinations.

4.1. Load patterns

Table 15: Load Patterns Table 15: Load Patterns

LoadPat Type SelfWtMult

CM DEAD 1.000000

CV LIVE 0.000000

CMA DEAD 0.000000

SXE QUAKE 0.000000

SYE QUAKE 0.000000


Anexo – 3

6

Table 16: Load Assignments - Point Loads, Part 1 of 2 Table 16: Load Assignments - Point Loads, Part 1 of 2

Point LoadPat Fx Fy Fgrav

Tonf Tonf Tonf

1234 CM -0.1631 -0.2687 16.0988

1234 CV -0.1896 -0.1255 3.0799

1234 CMA -0.0335 -0.0267 0.9411

1234 SXE 2.7931 0.5257 -5.6596

1234 SYE 1.6539 -3.0368 -6.0745

1236 CM 0.3015 -0.2795 12.7682

1236 CV -0.0279 -0.2851 1.1365

1236 CMA 0.0441 -0.0648 0.5196

1236 SXE -7.9703 1.1397 -2.2098

1236 SYE 0.7554 -6.7099 5.2381

1237 CM 0.6944 -0.7099 38.8297

1237 CV 0.3367 -0.7103 9.5621

1237 CMA 0.0903 -0.1498 3.2566

1237 SXE 5.8272 -0.1842 -0.0011

1237 SYE 3.1664 0.0633 -1.8867

1239 CM -0.3784 -0.1402 28.1840

1239 CV -0.1885 -0.0960 3.8344

1239 CMA -0.0274 -0.0255 1.8971

1239 SXE -7.7378 0.2121 1.2502

1239 SYE 0.1308 -2.0591 1.6577

1240 CM 1.2599 -0.7200 38.3227

1240 CV 0.4346 -0.6614 9.4512

1240 CMA 0.1342 -0.1610 3.2554

1240 SXE 6.1314 -0.5330 -0.5601

1240 SYE 2.7050 1.9575 -1.5268

1242 CM -0.8849 1.6648 27.5061

1242 CV -0.2849 0.3450 3.6205

1242 CMA -0.0893 0.1665 1.7830

1242 SXE -6.0276 0.0939 1.1944

1242 SYE -0.5163 0.4536 1.3545

1243 CM 1.4146 -1.7380 30.5951

1243 CV 0.1475 -1.1588 10.6340

1243 CMA 0.1234 -0.3282 3.1652

1243 SXE 6.4611 0.3110 1.6711

1243 SYE 2.2315 3.1494 -2.2916

1244 CM 0.0039 -0.3652 42.2996

1244 CV -0.3746 0.4659 16.0442

1244 CMA 0.0148 0.0698 5.7309

1244 SXE 0.1662 0.3900 -2.9783

1244 SYE 0.6084 3.2944 -3.2510

1245 CM -0.4280 0.0547 10.5526

1245 CV -0.4482 0.0150 2.6144

1245 CMA -0.0986 0.0051 0.7548

1245 SXE -1.5277 0.1143 1.2826

1245 SYE -0.5319 -0.0231 3.8831

1246 CM 0.2661 -0.7541 12.1903

1246 CV 0.2557 -0.6176 4.5246

1246 CMA 0.0550 -0.1452 1.1896

1246 SXE 0.7438 0.8470 3.6089

1246 SYE 0.2248 1.8701 -2.1844

1247 CM 0.3654 -0.2811 18.3018

1247 CV 0.4738 0.3576 7.9836

1247 CMA 0.0931 0.0321 2.1111

1247 SXE 0.3865 1.6823 2.4132

1247 SYE 0.1700 3.9392 -5.0972

1248 CM 0.3910 -0.4964 11.7723

1248 CV 0.4692 0.0209 4.8602


Anexo – 3

7

Table 16: Load Assignments - Point Loads, Part 1 of 2

Point LoadPat Fx Fy Fgrav

Tonf Tonf Tonf

1248 CMA 0.0971 -0.0337 1.2384

1248 SXE -0.1347 1.6429 5.6264

1248 SYE 0.1464 3.7120 18.8601

1257 CM -0.1337 1.3357 21.4037

1257 CV 0.0651 0.3600 6.9892

1257 CMA -0.0740 0.1535 2.4372

1257 SXE -6.9904 -0.0668 -1.9396

1257 SYE -7.2630 1.7888 0.7127

1259 CM 0.3032 -0.2963 11.5547

1259 CV 0.3810 0.0081 4.4645 1259 CMA 0.0766 -0.0205 1.1613

1259 SXE 0.0828 1.3026 1.6261

1259 SYE -0.0256 3.6245 -10.6940

1263 CM -4.1346 8.5602 1.8378

1263 CV -0.8500 1.8016 2.7372

1263 CMA -0.4098 0.8571 0.5856

1263 SXE 0.3448 -0.6451 0.0354

1263 SYE -2.0537 5.2488 -0.2109

1260 CM 4.1520 -10.1570 2.6888

1260 CV 0.4629 -2.1294 2.8720

1260 CMA 0.4508 -1.0153 0.6740

1260 SXE 5.3582 0.8703 0.5503

1260 SYE 9.7574 -5.9754 1.0021

1235 CM -1.1876 -0.9643 23.2256

1235 CV -0.2704 -0.8136 2.8183

1235 CMA -0.1291 -0.2010 1.3693

1235 SXE 0.4558 2.5473 -0.5548

1235 SYE -0.0648 -14.8160 -0.7690

Table 16: Load Assignments - Point Loads, Part 2 of 2 Table 16: Load Assignments - Point Loads, Part 2 of 2

Point Mx My Mz XDim YDim

Tonf-m Tonf-m Tonf-m m m

1234 3.032E-09 5.957E-11 -0.77486 0.800000 0.400000

1234 3.267E-10 8.318E-10 -0.10282 0.800000 0.400000

1234 1.241E-10 5.122E-11 -0.06781 0.800000 0.400000

1234 4.366E-09 6.459E-08 0.19165 0.800000 0.400000

1234 -2.534E-08 2.604E-08 1.74746 0.800000 0.400000

1236 1.449E-09 -2.968E-10 -0.49013 0.800000 0.400000

1236 9.686E-10 -6.486E-11 -0.09559 0.800000 0.400000

1236 2.720E-10 -3.144E-11 -0.05036 0.800000 0.400000

1236 -3.106E-09 -4.501E-11 0.56872 0.800000 0.400000

1236 1.836E-08 1.701E-11 0.17625 0.800000 0.400000

1237 4.290E-08 8.997E-09 -0.74244 1.000000 0.450000

1237 9.962E-09 6.805E-09 -0.06339 1.000000 0.450000

1237 4.318E-09 1.277E-09 -0.05994 1.000000 0.450000

1237 1.024E-08 2.341E-07 0.47146 1.000000 0.450000

1237 -1.574E-07 9.060E-08 2.82898 1.000000 0.450000

1239 -1.141E-07 -5.770E-10 3.63971 0.800000 0.450000

1239 -2.616E-08 -5.998E-10 0.87441 0.800000 0.450000

1239 -1.183E-08 -9.388E-11 0.38372 0.800000 0.450000

1239 -1.550E-09 -9.295E-09 0.33520 0.800000 0.450000

1239 -1.223E-07 -7.706E-09 4.89735 0.800000 0.450000

1240 4.001E-08 1.845E-08 0.75499 1.000000 0.450000

1240 7.317E-09 8.446E-09 0.18786 1.000000 0.450000

1240 3.919E-09 2.131E-09 0.07978 1.000000 0.450000

1240 1.972E-09 2.376E-07 0.89839 1.000000 0.450000


Anexo – 3

8




1240 -2.305E-07 8.402E-08 1.65417 1.000000 0.450000

1242 -1.423E-07 -3.229E-09 -2.05052 0.800000 0.450000

1242 -3.430E-08 -1.581E-09 -0.38568 0.800000 0.450000

1242 -1.497E-08 -4.490E-10 -0.19959 0.800000 0.450000

1242 -1.820E-08 -7.046E-09 0.81000 0.800000 0.450000

1242 -2.015E-07 -1.984E-08 0.44050 0.800000 0.450000

1243 3.350E-08 1.847E-08 0.21612 1.000000 0.450000

1243 9.519E-09 6.981E-09 0.01549 1.000000 0.450000

1243 4.109E-09 1.991E-09 0.01453 1.000000 0.450000

1243 -3.913E-08 2.431E-07 1.88826 1.000000 0.450000 1243 -2.663E-07 7.850E-08 0.65520 1.000000 0.450000

1244 1.505E-08 1.750E-09 0.06355 0.500000 0.500000

1244 -9.724E-09 -1.275E-09 -0.00259 0.500000 0.500000

1244 -7.960E-10 4.671E-10 0.00276 0.500000 0.500000

1244 -3.377E-08 3.624E-08 0.85732 0.500000 0.500000

1244 -2.290E-07 1.739E-08 0.22978 0.500000 0.500000

1245 -2.658E-08 -1.056E-08 -0.59999 0.600000 0.300000

1245 -1.149E-08 -1.161E-08 -0.11963 0.600000 0.300000

1245 -3.535E-09 -2.575E-09 -0.05991 0.600000 0.300000

1245 -4.990E-08 -1.533E-08 0.25089 0.600000 0.300000

1245 -1.991E-07 -3.687E-08 0.25581 0.600000 0.300000

1246 2.449E-08 1.392E-08 0.02301 0.300000 0.500000

1246 1.073E-08 1.180E-08 0.00069 0.300000 0.500000

1246 3.330E-09 2.568E-09 0.00129 0.300000 0.500000

1246 -8.168E-08 8.958E-08 0.26872 0.300000 0.500000

1246 -2.367E-07 2.806E-08 0.08707 0.300000 0.500000

1247 1.092E-08 1.366E-08 0.02077 0.300000 0.600000

1247 -8.028E-09 1.741E-08 -0.00245 0.300000 0.600000

1247 -4.053E-10 3.392E-09 0.00052 0.300000 0.600000

1247 -8.510E-08 4.740E-08 0.38134 0.300000 0.600000

1247 -2.462E-07 1.802E-08 0.10468 0.300000 0.600000

1248 1.404E-08 1.460E-08 -0.02151 0.300000 0.600000

1248 -3.730E-09 1.746E-08 0.00398 0.300000 0.600000 1248 4.602E-10 3.600E-09 -0.00129 0.300000 0.600000

1248 -8.529E-08 2.264E-09 0.38309 0.300000 0.600000

1248 -2.477E-07 4.861E-10 0.49187 0.300000 0.600000

1257 1.202E-10 -1.474E-10 -1.48198 0.600000 0.300000

1257 -1.008E-08 -3.563E-10 -0.28181 0.600000 0.300000

1257 -1.976E-09 2.210E-11 -0.14256 0.600000 0.300000

1257 -3.502E-08 5.427E-09 0.26532 0.600000 0.300000

1257 -2.541E-07 6.924E-09 -0.10219 0.600000 0.300000

1259 1.422E-08 1.310E-08 -0.00161 0.300000 0.500000

1259 -3.581E-09 1.711E-08 -0.00283 0.300000 0.500000

1259 4.915E-10 3.377E-09 -0.00101 0.300000 0.500000

1259 -9.364E-08 2.208E-08 0.34706 0.300000 0.500000

1259 -2.800E-07 7.478E-09 0.16938 0.300000 0.500000

1263 -0.00413 1.473E-11 -0.04022 0.000000 0.000000

1263 -0.00012 -1.277E-12 -0.00113 0.000000 0.000000

1263 -0.00026 -4.596E-13 -0.00253 0.000000 0.000000

1263 0.00293 5.076E-12 0.02849 0.000000 0.000000

1263 0.01601 7.230E-12 0.15589 0.000000 0.000000

1260 0.00571 -1.473E-11 0.05561 0.000000 0.000000

1260 0.00044 1.277E-12 0.00424 0.000000 0.000000

1260 0.00042 4.596E-13 0.00404 0.000000 0.000000

1260 -0.00309 -5.076E-12 -0.03005 0.000000 0.000000

1260 -0.01537 -7.230E-12 -0.14960 0.000000 0.000000 1235 1.505E-09 -4.716E-08 0.25046 0.400000 0.800000

1235 -8.722E-11 -9.425E-09 0.06088 0.400000 0.800000

1235 6.774E-11 -5.030E-09 0.02604 0.400000 0.800000


Anexo – 3

9




1235 2.688E-09 5.425E-08 0.84159 0.400000 0.800000

1235 -1.566E-08 5.614E-09 0.31872 0.400000 0.800000

4.2. Load cases

Table 17: Load Cases 02 - Static Table 17: Load Cases 02 - Static

LoadCase InitialCond AType

CM Zero Linear

CV Zero Linear

CMA Zero Linear

SXE Zero Linear

SYE Zero Linear

Table 18: Load Cases 06 - Loads Applied Table 18: Load Cases 06 - Loads Applied

LoadCase LoadPat SF

CM CM 1.000000

CV CV 1.000000

CMA CMA 1.000000

SXE SXE 1.000000

SYE SYE 1.000000

4.3. Load combinations

Table 19: Load Combinations Table 19: Load Combinations

Combo Load SF Type DSStrength DSServInit DSServNorm DSServLong

DCON1 CM 1.400000

Linear Add Yes No No No

DCON1 CMA 1.400000

DCON2 CM 1.200000


DCON2 CV 1.600000

DCON2 CMA 1.200000

DCON3 CM 1.200000


DCON3 CV 1.000000

DCON3 CMA 1.200000

DCON3 SXE 1.000000


Anexo – 3

10

Table 19: Load Combinations


DCON4 CM 1.200000


DCON4 CV 1.000000

DCON4 CMA 1.200000

DCON4 SXE -1.00000

0

DCON5 CM 1.200000


DCON5 CV 1.000000

DCON5 CMA 1.200000

DCON5 SYE 1.000000

DCON6 CM 1.200000


DCON6 CV 1.000000

DCON6 CMA 1.200000

DCON6 SYE -1.00000

0

DCON7 CM 1.200000


DCON7 CMA 1.200000

DCON7 SXE 1.000000

DCON8 CM 1.200000


DCON8 CMA 1.200000

DCON8 SXE -1.00000

0

DCON9 CM 1.200000


DCON9 CMA 1.200000

DCON9 SYE 1.000000

DCON10 CM 1.200000


DCON10 CMA 1.200000

DCON10 SYE -1.00000

0

DCON11 CM 0.900000


DCON11 CMA 0.900000

DCON11 SXE 1.000000

DCON12 CM 0.900000


DCON12 CMA 0.900000

DCON12 SXE -1.00000

0

CC Roldos Teatro 5 Cim.fdb SAFE v12.3.1 - License #C1D 5. Analysis results 25 junio 2012

Anexo – 3

11

Table 19: Load Combinations


DCON13 CM 0.900000


DCON13 CMA 0.900000

DCON13 SYE 1.000000

DCON14 CM 0.900000


DCON14 CMA 0.900000

DCON14 SYE -1.00000

0

CIM CM 1.000000

Linear Add No No No No

CIM CMA 1.000000

CIM CV 1.000000

5. Analysis results

5.1. Support results This section provides support results, including items such as column, support, and spring reactions, .

Table 20: Soil Pressures - Summary Table 20: Soil Pressures - Summary

Panel OutputCase MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin

Tonf/m2 Tonf/m2 m m m m

1 CM -6.98 -7.98 4.75000 1.25000 0.00000 0.75000

2 CM -6.35 -6.77 0.00000 7.10000 0.00000 7.10000

3 CM -6.35 -6.77 0.00000 8.10000 0.00000 8.10000

4 CM -6.34 -8.14 0.00000 13.70000 5.00000 13.70000

5 CM -6.91 -7.41 10.75000 1.25000 6.00000 0.62500

8 CM -7.75 -8.14 11.00000 13.70000 6.00000 13.70000

9 CM -6.91 -7.33 12.62500 1.25000 12.00000 0.62500

12 CM -7.75 -7.97 12.00000 13.70000 12.00000 13.70000

13 CM -5.71 -6.04 16.75000 1.25000 17.37500 0.62500

14 CM -5.37 -6.00 16.50000 6.35000 17.25000 7.10000

15 CM -5.37 -6.30 16.50000 8.60000 17.00000 11.00000

16 CM -5.36 -6.30 17.25000 13.70000 17.00000 12.00000

17 CM -5.71 -6.22 18.62500 1.25000 23.00000 0.75000

18 CM -5.16 -6.00 22.75000 7.10000 18.00000 7.10000

19 CM -5.16 -6.30 22.75000 8.10000 18.00000 11.00000

20 CM -5.36 -6.30 18.00000 13.70000 18.00000 12.00000

1 CV -1.36 -1.59 0.00000 0.75000 5.37500 0.62500

2 CV -0.68 -0.73 0.00000 7.10000 0.00000 7.10000

3 CV -0.68 -0.73 0.00000 8.10000 0.00000 8.10000

4 CV -0.50 -0.98 0.00000 13.70000 5.00000 13.70000

5 CV -1.47 -1.59 10.75000 1.25000 6.00000 0.62500

8 CV -0.89 -0.98 11.00000 13.70000 6.00000 13.70000

9 CV -1.47 -1.57 12.62500 1.25000 12.00000 0.62500

12 CV -0.89 -0.92 12.00000 13.70000 12.00000 13.70000

13 CV -1.65 -1.77 16.75000 1.25000 17.37500 0.62500


Anexo – 3

12

Table 20: Soil Pressures - Summary

Panel OutputCase MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin

Tonf/m2 Tonf/m2 m m m m

14 CV -1.67 -1.91 16.50000 6.35000 17.25000 7.10000

15 CV -1.67 -1.91 16.50000 8.60000 17.25000 7.85000

16 CV -1.15 -1.82 17.25000 13.70000 17.00000 12.00000

17 CV -1.65 -2.04 18.62500 1.25000 23.00000 0.75000

18 CV -1.67 -2.08 18.75000 6.35000 22.75000 7.10000

19 CV -1.67 -2.08 18.75000 8.60000 22.75000 8.10000

20 CV -1.15 -2.19 18.00000 13.70000 23.00000 13.70000

1 CMA -0.41 -0.54 0.00000 0.75000 5.37500 0.62500

2 CMA -0.33 -0.36 0.00000 7.10000 0.00000 7.10000

3 CMA -0.33 -0.36 0.00000 8.10000 0.00000 8.10000 4 CMA -0.23 -0.48 0.00000 13.70000 5.00000 13.70000

5 CMA -0.51 -0.54 10.75000 1.25000 6.00000 0.62500

8 CMA -0.44 -0.48 11.00000 13.70000 6.00000 13.70000

9 CMA -0.51 -0.54 12.62500 1.25000 12.00000 0.62500

12 CMA -0.44 -0.45 12.00000 13.70000 12.00000 13.70000

13 CMA -0.49 -0.53 16.75000 1.25000 17.37500 0.62500

14 CMA -0.60 -0.68 16.50000 6.35000 17.25000 7.10000

15 CMA -0.59 -0.68 17.00000 11.00000 17.25000 7.85000

16 CMA -0.33 -0.64 17.25000 13.70000 17.00000 12.00000

17 CMA -0.49 -0.54 18.62500 1.25000 23.00000 0.75000

18 CMA -0.51 -0.68 22.75000 7.10000 18.00000 7.10000

19 CMA -0.51 -0.68 23.00000 11.00000 18.00000 7.85000

20 CMA -0.33 -0.64 18.00000 13.70000 18.00000 12.00000

1 SXE 2.55 1.684E-04 0.00000 0.75000 4.75000 1.25000

2 SXE 0.15 0.13 0.00000 7.10000 0.00000 7.10000

3 SXE 0.15 0.13 0.00000 8.10000 0.00000 8.10000

4 SXE 1.00 -0.32 0.00000 13.70000 5.00000 13.70000

5 SXE 9.300E-02 1.682E-04 11.37500 0.62500 6.62500 1.25000

8 SXE -0.30 -0.32 11.00000 13.70000 6.00000 13.70000

9 SXE 9.300E-02 8.700E-02 12.00000 0.62500 12.62500 1.25000

12 SXE -0.30 -0.30 12.00000 13.70000 12.00000 13.70000

13 SXE -0.26 -0.28 16.75000 1.25000 17.37500 0.62500

14 SXE 0.36 0.31 17.25000 7.10000 16.50000 6.35000 15 SXE 0.51 0.31 17.00000 11.00000 16.50000 8.60000

16 SXE 0.51 -0.58 17.00000 12.00000 17.25000 13.70000

17 SXE -0.26 -1.63 18.62500 1.25000 23.00000 0.75000

18 SXE 0.36 -0.63 18.00000 7.10000 22.75000 7.10000

19 SXE 0.51 -0.73 18.00000 11.00000 23.00000 11.00000

20 SXE 0.51 -2.54 18.00000 12.00000 23.00000 13.70000

1 SYE 2.74 0.29 0.00000 0.75000 4.75000 1.25000

2 SYE 0.20 0.19 0.00000 7.10000 0.00000 7.10000

3 SYE 0.20 0.19 0.00000 8.10000 0.00000 8.10000

4 SYE -0.41 -2.36 5.00000 13.70000 0.00000 13.70000

5 SYE 0.31 0.24 6.00000 0.62500 10.75000 1.25000

8 SYE -0.33 -0.42 11.00000 13.70000 6.00000 13.70000

9 SYE 0.25 0.24 12.00000 0.62500 12.62500 1.25000

12 SYE -0.33 -0.35 12.00000 13.70000 12.00000 13.70000

13 SYE 0.38 0.36 17.37500 0.62500 16.75000 1.25000

14 SYE 0.39 0.34 17.25000 7.10000 16.50000 6.35000

15 SYE 0.39 -0.19 17.25000 7.85000 17.00000 11.00000

16 SYE -0.17 -1.75 17.00000 12.00000 17.25000 13.70000

17 SYE 0.99 0.36 23.00000 0.75000 18.62500 1.25000

18 SYE 1.33 0.34 22.75000 7.10000 18.75000 6.35000

19 SYE 4.82 -0.19 23.00000 11.00000 18.00000 11.00000

20 SYE 4.82 -8.51 23.00000 11.75000 23.00000 13.70000


Anexo – 3

13

Table 21: Nodal Reactions Table 21: Nodal Reactions

Point OutputCase Fx Fy Fz Mx My Mz

Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m

1260 CM -4.1520 10.1570 2.6888 -0.00571 1.473E-11 -0.05561

1263 CM 4.1346 -8.5602 1.8378 0.00413 -1.473E-11 0.04022

1260 CV -0.4629 2.1294 2.8720 -0.00044 -1.277E-12 -0.00424

1263 CV 0.8500 -1.8016 2.7372 0.00012 1.277E-12 0.00113

1260 CMA -0.4508 1.0153 0.6740 -0.00042 -4.596E-13 -0.00404

1263 CMA 0.4098 -0.8571 0.5856 0.00026 4.596E-13 0.00253

1260 SXE -5.3582 -0.8703 0.5503 0.00309 5.076E-12 0.03005

1263 SXE -0.3448 0.6451 0.0354 -0.00293 -5.076E-12 -0.02849

1260 SYE -9.7574 5.9754 1.0021 0.01537 7.230E-12 0.14960

1263 SYE 2.0537 -5.2488 -0.2109 -0.01601 -7.230E-12 -0.15589

5.2. Structure results

Table 22: Sum Of Reactions, Part 1 of 2 Table 22: Sum Of Reactions, Part 1 of 2

OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m

CM -1.8415 5.5555 400.8777 2577.65792 -5159.86032 62.01863

CV -0.3925 3.2234 97.2267 602.09818 -1527.75626 18.40573

CMA -0.3178 0.8876 32.0700 204.47072 -471.05344 8.94304

SXE 1.6376 -10.2499 5.3552 92.96032 -307.43701 -478.10636

SYE -11.0947 3.5186 -1.2777 258.50283 -17.29675 -468.85816

DCON1 -3.0230 9.0203 606.1267 3894.98009 -7883.27926 99.34634

DCON2 -3.2192 12.8892 675.0999 4301.91145 -9201.50653 114.60318

DCON3 -1.3461 0.7052 622.1191 4033.61287 -8592.28979 -374.54662

DCON4 -4.6212 21.2050 611.4086 3847.69222 -7977.41576 581.66610

DCON5 -14.0784 14.4737 615.4862 4199.15537 -8302.14952 -365.29842

DCON6 8.1110 7.4366 618.0415 3682.14972 -8267.55602 572.41790

DCON7 -0.9536 -2.5182 524.8924 3431.51469 -7064.53352 -392.95236

DCON8 -4.2287 17.9816 514.1819 3245.59404 -6449.65950 563.26036

DCON9 -13.6859 11.2503 518.2595 3597.05719 -6774.39326 -383.70416

DCON10 8.5035 4.2132 520.8149 3080.05154 -6739.79976 554.01216

DCON11 -0.3058 -4.4511 395.0081 2596.87610 -5375.25940 -414.24086

DCON12 -3.5809 16.0487 384.2976 2410.95545 -4760.38537 541.97186

DCON13 -13.0381 9.3173 388.3752 2762.41860 -5085.11913 -404.99266

DCON14 9.1513 2.2802 390.9306 2245.41295 -5050.52563 532.72366

CIM -2.5518 9.6665 530.1743 3384.22682 -7158.67002 89.36740

Table 22: Sum Of Reactions, Part 2 of 2 Table 22: Sum Of Reactions, Part 2 of 2

OutputCase GlobalX GlobalY GlobalZ

m m m

CM 0.00000 0.00000 0.00000

CV 0.00000 0.00000 0.00000

CMA 0.00000 0.00000 0.00000

SXE 0.00000 0.00000 0.00000

SYE 0.00000 0.00000 0.00000

DCON1 0.00000 0.00000 0.00000

DCON2 0.00000 0.00000 0.00000

DCON3 0.00000 0.00000 0.00000

DCON4 0.00000 0.00000 0.00000

DCON5 0.00000 0.00000 0.00000


Anexo – 3

14

Table 22: Sum Of Reactions, Part 2 of 2

OutputCase GlobalX GlobalY GlobalZ

m m m

DCON6 0.00000 0.00000 0.00000

DCON7 0.00000 0.00000 0.00000

DCON8 0.00000 0.00000 0.00000

DCON9 0.00000 0.00000 0.00000

DCON10 0.00000 0.00000 0.00000

DCON11 0.00000 0.00000 0.00000

DCON12 0.00000 0.00000 0.00000

DCON13 0.00000 0.00000 0.00000

DCON14 0.00000 0.00000 0.00000

CIM 0.00000 0.00000 0.00000

Table 23: Nodal Displacements - Summary, Part 1 of 2 Table 23: Nodal Displacements - Summary, Part 1 of 2

Panel Node OutputCase Ux Uy Uz Rx Ry Rz

m m m Radians Radians Radians

1 1234 CM 0.000000 0.000000 -0.006651 0.000000 0.000000 0.000000

2 1235 CM 0.000000 0.000000 -0.005644 0.000000 0.000000 0.000000

3 1235 CM 0.000000 0.000000 -0.005644 0.000000 0.000000 0.000000

4 1239 CM 0.000000 0.000000 -0.006787 0.000000 0.000000 0.000000

5 1237 CM 0.000000 0.000000 -0.006175 0.000000 0.000000 0.000000

8 1239 CM 0.000000 0.000000 -0.006787 0.000000 0.000000 0.000000

9 1240 CM 0.000000 0.000000 -0.006105 0.000000 0.000000 0.000000

12 1242 CM 0.000000 0.000000 -0.006643 0.000000 0.000000 0.000000

13 1243 CM 0.000000 0.000000 -0.005036 0.000000 0.000000 0.000000

14 1244 CM 0.000000 0.000000 -0.005003 0.000000 0.000000 0.000000

15 1257 CM 0.000000 0.000000 -0.005248 0.000000 0.000000 0.000000

16 1257 CM 0.000000 0.000000 -0.005248 0.000000 0.000000 0.000000

17 1246 CM 0.000000 0.000000 -0.005182 0.000000 0.000000 0.000000

18 1244 CM 0.000000 0.000000 -0.005003 0.000000 0.000000 0.000000

19 1257 CM 0.000000 0.000000 -0.005248 0.000000 0.000000 0.000000

20 1257 CM 0.000000 0.000000 -0.005248 0.000000 0.000000 0.000000

1 1237 CV 0.000000 0.000000 -0.001323 0.000000 0.000000 0.000000

2 1235 CV 0.000000 0.000000 -0.000612 0.000000 0.000000 0.000000

3 1235 CV 0.000000 0.000000 -0.000612 0.000000 0.000000 0.000000

4 1239 CV 0.000000 0.000000 -0.000814 0.000000 0.000000 0.000000

5 1237 CV 0.000000 0.000000 -0.001323 0.000000 0.000000 0.000000

8 1239 CV 0.000000 0.000000 -0.000814 0.000000 0.000000 0.000000

9 1240 CV 0.000000 0.000000 -0.001308 0.000000 0.000000 0.000000

12 1242 CV 0.000000 0.000000 -0.000769 0.000000 0.000000 0.000000

13 1243 CV 0.000000 0.000000 -0.001472 0.000000 0.000000 0.000000

14 1244 CV 0.000000 0.000000 -0.001594 0.000000 0.000000 0.000000

15 1244 CV 0.000000 0.000000 -0.001594 0.000000 0.000000 0.000000

16 1257 CV 0.000000 0.000000 -0.001518 0.000000 0.000000 0.000000

17 1246 CV 0.000000 0.000000 -0.001700 0.000000 0.000000 0.000000

18 1247 CV 0.000000 0.000000 -0.001734 0.000000 0.000000 0.000000

19 1247 CV 0.000000 0.000000 -0.001734 0.000000 0.000000 0.000000

20 1248 CV 0.000000 0.000000 -0.001826 0.000000 0.000000 0.000000

1 1237 CMA 0.000000 0.000000 -0.000451 0.000000 0.000000 0.000000

2 1235 CMA 0.000000 0.000000 -0.000297 0.000000 0.000000 0.000000

3 1235 CMA 0.000000 0.000000 -0.000297 0.000000 0.000000 0.000000

4 1239 CMA 0.000000 0.000000 -0.000403 0.000000 0.000000 0.000000

5 1237 CMA 0.000000 0.000000 -0.000451 0.000000 0.000000 0.000000

8 1239 CMA 0.000000 0.000000 -0.000403 0.000000 0.000000 0.000000

9 1240 CMA 0.000000 0.000000 -0.000451 0.000000 0.000000 0.000000

12 1242 CMA 0.000000 0.000000 -0.000379 0.000000 0.000000 0.000000

13 1243 CMA 0.000000 0.000000 -0.000438 0.000000 0.000000 0.000000


Anexo – 3

15

Table 23: Nodal Displacements - Summary, Part 1 of 2

Panel Node OutputCase Ux Uy Uz Rx Ry Rz

m m m Radians Radians Radians

14 1244 CMA 0.000000 0.000000 -0.000569 0.000000 0.000000 0.000000

15 1244 CMA 0.000000 0.000000 -0.000569 0.000000 0.000000 0.000000

16 1257 CMA 0.000000 0.000000 -0.000529 0.000000 0.000000 0.000000

17 1246 CMA 0.000000 0.000000 -0.000447 0.000000 0.000000 0.000000

18 1244 CMA 0.000000 0.000000 -0.000569 0.000000 0.000000 0.000000

19 1244 CMA 0.000000 0.000000 -0.000569 0.000000 0.000000 0.000000

20 1257 CMA 0.000000 0.000000 -0.000529 0.000000 0.000000 0.000000

1 1234 SXE 0.000000 0.000000 0.002127 0.000000 0.000000 0.000000

2 1235 SXE 0.000000 0.000000 0.000120 0.000000 0.000000 0.000000

3 1235 SXE 0.000000 0.000000 0.000120 0.000000 0.000000 0.000000 4 1236 SXE 0.000000 0.000000 0.000830 0.000000 0.000000 0.000000

5 1240 SXE 0.000000 0.000000 0.000078 0.000000 0.000000 0.000000

8 1239 SXE 0.000000 0.000000 -0.000266 0.000000 0.000000 0.000000

9 1240 SXE 0.000000 0.000000 0.000078 0.000000 0.000000 0.000000

12 1242 SXE 0.000000 0.000000 -0.000254 0.000000 0.000000 0.000000

13 1243 SXE 0.000000 0.000000 -0.000231 0.000000 0.000000 0.000000

14 1244 SXE 0.000000 0.000000 0.000296 0.000000 0.000000 0.000000

15 1257 SXE 0.000000 0.000000 0.000421 0.000000 0.000000 0.000000

16 1245 SXE 0.000000 0.000000 -0.000482 0.000000 0.000000 0.000000

17 1246 SXE 0.000000 0.000000 -0.001356 0.000000 0.000000 0.000000

18 1247 SXE 0.000000 0.000000 -0.000524 0.000000 0.000000 0.000000

19 1259 SXE 0.000000 0.000000 -0.000611 0.000000 0.000000 0.000000

20 1248 SXE 0.000000 0.000000 -0.002114 0.000000 0.000000 0.000000

1 1234 SYE 0.000000 0.000000 0.002283 0.000000 0.000000 0.000000

2 1235 SYE 0.000000 0.000000 0.000167 0.000000 0.000000 0.000000

3 1235 SYE 0.000000 0.000000 0.000167 0.000000 0.000000 0.000000

4 1236 SYE 0.000000 0.000000 -0.001968 0.000000 0.000000 0.000000

5 1237 SYE 0.000000 0.000000 0.000261 0.000000 0.000000 0.000000

8 1239 SYE 0.000000 0.000000 -0.000352 0.000000 0.000000 0.000000

9 1240 SYE 0.000000 0.000000 0.000211 0.000000 0.000000 0.000000

12 1242 SYE 0.000000 0.000000 -0.000288 0.000000 0.000000 0.000000

13 1243 SYE 0.000000 0.000000 0.000317 0.000000 0.000000 0.000000

14 1244 SYE 0.000000 0.000000 0.000323 0.000000 0.000000 0.000000 15 1244 SYE 0.000000 0.000000 0.000323 0.000000 0.000000 0.000000

16 1245 SYE 0.000000 0.000000 -0.001459 0.000000 0.000000 0.000000

17 1246 SYE 0.000000 0.000000 0.000821 0.000000 0.000000 0.000000

18 1247 SYE 0.000000 0.000000 0.001107 0.000000 0.000000 0.000000

19 1259 SYE 0.000000 0.000000 0.004019 0.000000 0.000000 0.000000

20 1248 SYE 0.000000 0.000000 -0.007087 0.000000 0.000000 0.000000

Table 23: Nodal Displacements - Summary, Part 2 of 2 Table 23: Nodal Displacements - Summary, Part 2 of 2

Panel Node OutputCase GlobalX GlobalY

m m

1 1234 CM 0.00000 0.00000

2 1235 CM 0.00000 7.10000

3 1235 CM 0.00000 7.10000

4 1239 CM 6.00000 13.70000

5 1237 CM 6.00000 0.00000

8 1239 CM 6.00000 13.70000

9 1240 CM 12.00000 0.00000

12 1242 CM 12.00000 13.70000

13 1243 CM 18.00000 0.00000

14 1244 CM 18.00000 7.10000

15 1257 CM 18.00000 11.00000

16 1257 CM 18.00000 11.00000

17 1246 CM 23.75000 0.00000


Anexo – 3

16



m m

18 1244 CM 18.00000 7.10000

19 1257 CM 18.00000 11.00000

20 1257 CM 18.00000 11.00000

1 1237 CV 6.00000 0.00000

2 1235 CV 0.00000 7.10000

3 1235 CV 0.00000 7.10000

4 1239 CV 6.00000 13.70000

5 1237 CV 6.00000 0.00000

8 1239 CV 6.00000 13.70000

9 1240 CV 12.00000 0.00000 12 1242 CV 12.00000 13.70000

13 1243 CV 18.00000 0.00000

14 1244 CV 18.00000 7.10000

15 1244 CV 18.00000 7.10000

16 1257 CV 18.00000 11.00000

17 1246 CV 23.75000 0.00000

18 1247 CV 23.75000 7.10000

19 1247 CV 23.75000 7.10000

20 1248 CV 23.75000 13.70000

1 1237 CMA 6.00000 0.00000

2 1235 CMA 0.00000 7.10000

3 1235 CMA 0.00000 7.10000

4 1239 CMA 6.00000 13.70000

5 1237 CMA 6.00000 0.00000

8 1239 CMA 6.00000 13.70000

9 1240 CMA 12.00000 0.00000

12 1242 CMA 12.00000 13.70000

13 1243 CMA 18.00000 0.00000

14 1244 CMA 18.00000 7.10000

15 1244 CMA 18.00000 7.10000

16 1257 CMA 18.00000 11.00000

17 1246 CMA 23.75000 0.00000

18 1244 CMA 18.00000 7.10000 19 1244 CMA 18.00000 7.10000

20 1257 CMA 18.00000 11.00000

1 1234 SXE 0.00000 0.00000

2 1235 SXE 0.00000 7.10000

3 1235 SXE 0.00000 7.10000

4 1236 SXE 0.00000 13.70000

5 1240 SXE 12.00000 0.00000

8 1239 SXE 6.00000 13.70000

9 1240 SXE 12.00000 0.00000

12 1242 SXE 12.00000 13.70000

13 1243 SXE 18.00000 0.00000

14 1244 SXE 18.00000 7.10000

15 1257 SXE 18.00000 11.00000

16 1245 SXE 18.00000 13.70000

17 1246 SXE 23.75000 0.00000

18 1247 SXE 23.75000 7.10000

19 1259 SXE 23.75000 11.00000

20 1248 SXE 23.75000 13.70000

1 1234 SYE 0.00000 0.00000

2 1235 SYE 0.00000 7.10000

3 1235 SYE 0.00000 7.10000

4 1236 SYE 0.00000 13.70000

5 1237 SYE 6.00000 0.00000 8 1239 SYE 6.00000 13.70000

9 1240 SYE 12.00000 0.00000

12 1242 SYE 12.00000 13.70000

CC Roldos Teatro 5 Cim.fdb SAFE v12.3.1 - License #C1D 6. Design summary 25 junio 2012

Anexo – 3

17



m m

13 1243 SYE 18.00000 0.00000

14 1244 SYE 18.00000 7.10000

15 1244 SYE 18.00000 7.10000

16 1245 SYE 18.00000 13.70000

17 1246 SYE 23.75000 0.00000

18 1247 SYE 23.75000 7.10000

19 1259 SYE 23.75000 11.00000

20 1248 SYE 23.75000 13.70000

6. Design summary This section provides design information for beams, strips, and punching checks.

6.1. Preferences

Table 24: Design Preferences 01 - Resistance Factors Table 24: Design Preferences 01 -

Resistance Factors

PhiTen PhiComp PhiShear

0.900000 0.650000 0.750000

Table 25: Design Preferences 02 - Rebar Cover - Slabs Table 25: Design Preferences 02 - Rebar Cover - Slabs

CoverTop CoverBot BarSize InnerLayer PTCGSTop PTCGSBotExt

PTCGSBotInt

SlabType

m m m m m

0.015000 0.015000 18 B 0.025000 0.040000 0.025000 Two Way

Table 26: Design Preferences 03 - Rebar Cover - Beams Table 26: Design Preferences 03 - Rebar Cover - Beams

CoverTop CoverBot BarSizeF BarSizeS PTCGSTop PTCGSBot

m m m m

0.040000 0.040000 28 12 0.050000 0.050000

Table 27: Design Preferences 04 - Prestress Data Table 27: Design Preferences 04 - Prestress Data

InitConcRat InitTopTen InitBotTen InitExComp FinTopTen FinBotTen FinExComp SusExComp LLFraction

0.800000 3.000000 3.000000 0.600000 6.000000 6.000000 0.600000 0.450000 0.500000


Anexo – 3

18

6.2. Overwrites

Table 28: Slab Design Overwrites 01 - Strip Based Table 28: Slab Design Overwrites 01 - Strip Based

Strip Layer DesignType RLLF IgnorePT RebarMat

CSA3 A Column 1.000000 No CSA-G30.18Gr400







CSB1 B Column 1.000000 No CSA-G30.18Gr400
























Anexo – 3

19

Table 29: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 Table 29: Slab Design Overwrites 02 - Finite Element

Based, Part 1 of 2

Area RebarMat

F33 CSA-G30.18Gr400

F34 CSA-G30.18Gr400

F35 CSA-G30.18Gr400

F36 CSA-G30.18Gr400

F37 CSA-G30.18Gr400

F38 CSA-G30.18Gr400

F39 CSA-G30.18Gr400

F40 CSA-G30.18Gr400

F41 CSA-G30.18Gr400

F42 CSA-G30.18Gr400

F43 CSA-G30.18Gr400

F44 CSA-G30.18Gr400

F45 CSA-G30.18Gr400

F46 CSA-G30.18Gr400

F47 CSA-G30.18Gr400

Table 29: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 Table 29: Slab Design Overwrites 02 - Finite Element Based,

Part 2 of 2

Area RLLF Design IgnorePT

F33 1.000000 Yes No

F34 1.000000 Yes No

F35 1.000000 Yes No

F36 1.000000 Yes No

F37 1.000000 Yes No

F38 1.000000 Yes No

F39 1.000000 Yes No

F40 1.000000 Yes No

F41 1.000000 Yes No

F42 1.000000 Yes No

F43 1.000000 Yes No

F44 1.000000 Yes No

F45 1.000000 Yes No

F46 1.000000 Yes No

F47 1.000000 Yes No

Table 30: Punching Shear Design Overwrites 01 - General Table 30: Punching Shear Design Overwrites 01 - General

Point Check LocType EffDepth ReinfType

1234 Program Determined

Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None


Anexo – 3

20

Table 30: Punching Shear Design Overwrites 01 - General

Point Check LocType EffDepth ReinfType


Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None


Auto Auto None

6.3. Slab design

Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3

Strip SpanID Location FTopCombo FTopMoment

FTopArea

Tonf-m m2

CSA3 Cantilever Start

Start DCON5 -2.76195 0.000830


Middle 0.00000 0.000000


End DCON5 0.00000 0.001259

CSA3 Cantilever End

Start DCON5 0.00000 0.001259

CSA3 Cantilever End

Middle 0.00000 0.000000

CSA3 Cantilever End

End DCON5 -2.76195 0.000765


Start DCON4 -2.49522 0.000312


Middle 0.00000 0.000000


End DCON4 0.00000 0.000525

CSA4 Cantilever End

Start DCON4 0.00000 0.000525

CSA4 Cantilever End

Middle 0.00000 0.000000

CSA4 Cantilever End

End DCON2 -2.71880 0.000315


Start DCON4 -2.48514 0.000347


Middle 0.00000 0.000000


Anexo – 3

21

Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3


FTopArea

Tonf-m m2


End DCON4 -0.00498 0.000381

CSA5 Cantilever End

Start DCON4 -0.00498 0.000381

CSA5 Cantilever End

Middle 0.00000 0.000000

CSA5 Cantilever End

End DCON5 -2.40391 0.000356


Start DCON6 -2.48767 0.000271


Middle 0.00000 0.000000


End DCON10 0.00000 0.000135

CSA6 Cantilever End

Start DCON10 0.00000 0.000135

CSA6 Cantilever End

Middle 0.00000 0.000000

CSA6 Cantilever End

End DCON3 -2.30998 0.000254


Start DCON11 -0.46159 0.000112


Middle DCON11 -0.76432 0.000499


End DCON3 0.00000 0.000803

CSA7 Cantilever End

Start DCON3 0.00000 0.000803

CSA7 Cantilever End

Middle DCON11 -0.76432 0.000576

CSA7 Cantilever End

End DCON11 -0.46159 0.000148


Start DCON5 -0.83257 0.000124


Middle DCON5 -1.37860 0.000590


End DCON5 0.00000 0.000851

CSA8 Cantilever End

Start DCON5 0.00000 0.000851

CSA8 Cantilever End

Middle DCON5 -1.37860 0.000684

CSA8 Cantilever End

End DCON13 -0.51686 0.000158


Start DCON14 -0.57260 0.000221


Middle DCON10 -1.24918 0.000915


End DCON6 0.00000 0.001124

CSA9 Cantilever End

Start DCON6 0.00000 0.001124

CSA9 Cantilever End

Middle DCON10 -1.24918 0.000911

CSA9 Cantilever End

End DCON14 -0.57260 0.000229

CSB1 Cantilever Start

Start DCON4 -1.34787 0.000118


Middle DCON4 -2.05567 0.000206


End DCON7 0.00000 0.000220

CSB1 Cantilever End

Start DCON7 0.00000 0.000220


Anexo – 3

22



FTopArea

Tonf-m m2

CSB1 Cantilever End

Middle DCON4 -2.05567 0.000213

CSB1 Cantilever End

End DCON4 -1.34787 0.000120


Start DCON6 -1.51529 0.000175


Middle 0.00000 0.000000


End DCON4 0.00000 0.000081

CSB2 Cantilever End

Start DCON4 0.00000 0.000081

CSB2 Cantilever End

Middle 0.00000 0.000000

CSB2 Cantilever End

End DCON6 -1.51529 0.000185


Start DCON5 -1.95942 0.000230


Middle 0.00000 0.000000


End DCON14 -1.47363 0.000191

CSB3 Cantilever End

Start DCON14 -1.47363 0.000191

CSB3 Cantilever End

Middle 0.00000 0.000000

CSB3 Cantilever End

End DCON5 -1.95942 0.000240


Start DCON2 -0.88433 0.000135


Middle 0.00000 0.000000


End DCON6 0.00000 0.000190

CSB4 Cantilever End

Start DCON6 0.00000 0.000190

CSB4 Cantilever End

Middle 0.00000 0.000000

CSB4 Cantilever End

End DCON2 -0.88433 0.000144


Start DCON3 -1.20502 0.000151


Middle 0.00000 0.000000


End DCON3 0.00000 0.000073

CSB5 Cantilever End

Start DCON3 0.00000 0.000073

CSB5 Cantilever End

Middle 0.00000 0.000000

CSB5 Cantilever End

End DCON6 -1.13405 0.000139


Start DCON6 -1.47467 0.000288


Middle 0.00000 0.000000


End DCON6 -0.00394 0.000490

CSB6 Cantilever End

Start DCON6 -0.00394 0.000490

CSB6 Cantilever End

Middle 0.00000 0.000000

CSB6 Cantilever End

End DCON6 -1.47467 0.000287


Anexo – 3

23



FTopArea

Tonf-m m2


Start DCON14 -0.57260 0.000198


Middle DCON10 -1.24918 0.000837


End DCON6 0.00000 0.001101

CSB7 Cantilever End

Start DCON6 0.00000 0.001101

CSB7 Cantilever End

Middle DCON10 -1.24918 0.000945

CSB7 Cantilever End

End DCON14 -0.57260 0.000232


Start DCON4 -0.96103 0.000199


Middle 0.00000 0.000000


End DCON4 0.00000 0.000389

CSB8 Cantilever End

Start DCON4 0.00000 0.000389

CSB8 Cantilever End

Middle 0.00000 0.000000

CSB8 Cantilever End

End DCON5 -1.11189 0.000175


Start DCON6 -1.47467 0.000255


Middle 0.00000 0.000000


End DCON6 -0.00394 0.000484

CSA10 Cantilever End

Start DCON6 -0.00394 0.000484


Middle 0.00000 0.000000


End DCON6 -1.47467 0.000282


Start DCON2 -0.88433 0.000127


Middle 0.00000 0.000000


End DCON6 0.00000 0.000181


Start DCON6 0.00000 0.000181


Middle 0.00000 0.000000


End DCON2 -0.88433 0.000134


Start DCON5 -1.95942 0.000206


Middle 0.00000 0.000000


End DCON14 -1.47363 0.000192


Start DCON14 -1.47363 0.000192


Middle 0.00000 0.000000


End DCON5 -1.95942 0.000232


Start DCON6 -1.51529 0.000179


Middle 0.00000 0.000000


Anexo – 3

24



FTopArea

Tonf-m m2


End DCON10 -0.00346 0.000127


Start DCON10 -0.00346 0.000127


Middle 0.00000 0.000000


End DCON6 -1.51529 0.000150


Start DCON5 -2.08959 0.000319


Middle 0.00000 0.000000


End DCON5 0.00000 0.000543


Start DCON5 0.00000 0.000543


Middle 0.00000 0.000000


End DCON6 -2.19141 0.000290


Start DCON6 -1.13405 0.000133


Middle 0.00000 0.000000


End DCON6 0.00000 0.000114


Start DCON6 0.00000 0.000114


Middle 0.00000 0.000000


End DCON3 -1.20502 0.000135


Start DCON4 -1.34787 0.000113


Middle DCON4 -2.05567 0.000200


End DCON3 0.00000 0.000230


Start DCON3 0.00000 0.000230


Middle DCON3 -1.89593 0.000200


End DCON4 -1.34787 0.000113


Start DCON4 -0.96103 0.000193


Middle 0.00000 0.000000


End DCON6 0.00000 0.000271


Start DCON6 0.00000 0.000271


Middle 0.00000 0.000000


End DCON14 -0.33481 0.000150


Start DCON5 -2.76195 0.000766


Middle 0.00000 0.000000


End DCON5 0.00000 0.001239

CSB12 Cantilever End

Start DCON5 0.00000 0.001239


Anexo – 3

25



FTopArea

Tonf-m m2


Middle 0.00000 0.000000


End DCON5 -2.76195 0.000731


Start DCON4 -2.49522 0.000344


Middle 0.00000 0.000000


End DCON4 0.00000 0.000537


Start DCON4 0.00000 0.000537


Middle 0.00000 0.000000


End DCON2 -2.71880 0.000316


Start DCON5 -2.08959 0.000322


Middle 0.00000 0.000000


End DCON5 0.00000 0.000269


Start DCON5 0.00000 0.000269


Middle 0.00000 0.000000


End DCON6 -2.19141 0.000302


Start DCON4 -2.48514 0.000388


Middle 0.00000 0.000000


End DCON5 -0.00482 0.000440


Start DCON5 -0.00482 0.000440


Middle 0.00000 0.000000


End DCON5 -2.40391 0.000360


Start DCON6 -2.48767 0.000283


Middle 0.00000 0.000000


End DCON3 -0.00463 0.000083


Start DCON3 -0.00463 0.000083


Middle 0.00000 0.000000


End DCON6 -2.48767 0.000283


Start DCON13 -0.51686 0.000147


Middle DCON5 -1.37860 0.000706


End DCON5 0.00000 0.000931


Start DCON5 0.00000 0.000931


Middle DCON5 -1.37860 0.000520


End DCON5 -0.83257 0.000128


Anexo – 3

26



FTopArea

Tonf-m m2


Start DCON11 -0.46159 0.000171


Middle DCON11 -0.76432 0.000693


End DCON3 0.00000 0.000859


Start DCON3 0.00000 0.000859


Middle DCON12 -0.68463 0.000519


End DCON12 -0.41346 0.000123

Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3

Strip SpanID Location FBotCombo FBotMoment

FBotArea

Tonf-m m2


Start DCON5 2.23856 0.000911


Middle 0.00000 0.000000


End DCON5 11.41242 0.001165

CSA3 Cantilever End

Start DCON5 11.41242 0.001165

CSA3 Cantilever End

Middle 0.00000 0.000000

CSA3 Cantilever End

End DCON5 2.23856 0.000846


Start DCON4 2.02237 0.000278


Middle 0.00000 0.000000


End DCON2 11.23412 0.000936

CSA4 Cantilever End

Start DCON2 11.23412 0.000936

CSA4 Cantilever End

Middle 0.00000 0.000000

CSA4 Cantilever End

End DCON2 2.20359 0.000278


Start DCON4 2.01686 0.000301


Middle 0.00000 0.000000


End DCON2 10.81746 0.001175

CSA5 Cantilever End

Start DCON2 10.81746 0.001175

CSA5 Cantilever End

Middle 0.00000 0.000000

CSA5 Cantilever End

End DCON5 1.95094 0.000311


Start DCON6 2.01891 0.000224


Middle 0.00000 0.000000


End DCON6 10.21513 0.001060


Anexo – 3

27



FBotArea

Tonf-m m2

CSA6 Cantilever End

Start DCON6 10.21513 0.001060

CSA6 Cantilever End

Middle 0.00000 0.000000

CSA6 Cantilever End

End DCON3 1.87470 0.000211


Start DCON3 1.67260 0.000174


Middle DCON3 6.51291 0.000653


End DCON3 17.46521 0.001491

CSA7 Cantilever End

Start DCON3 17.46521 0.001491

CSA7 Cantilever End

Middle DCON3 6.51291 0.000657

CSA7 Cantilever End

End DCON3 1.67260 0.000180


Start DCON5 1.83096 0.000197


Middle DCON5 7.12954 0.000731


End DCON2 21.49879 0.001698

CSA8 Cantilever End

Start DCON2 21.49879 0.001698

CSA8 Cantilever End

Middle DCON5 7.12954 0.000756

CSA8 Cantilever End

End DCON5 1.83096 0.000206


Start DCON6 1.96188 0.000233


Middle DCON6 7.63932 0.000858


End DCON6 20.48582 0.001799

CSA9 Cantilever End

Start DCON6 20.48582 0.001799

CSA9 Cantilever End

Middle DCON6 7.63932 0.000848

CSA9 Cantilever End

End DCON6 1.96188 0.000231


Start DCON2 3.14751 0.000241


Middle DCON2 12.17782 0.000937


End DCON2 32.83787 0.002569

CSB1 Cantilever End

Start DCON2 32.83787 0.002569

CSB1 Cantilever End

Middle DCON2 12.17782 0.000945

CSB1 Cantilever End

End DCON2 3.14751 0.000243


Start DCON6 1.23206 0.000145


Middle 0.00000 0.000000


End DCON6 6.26871 0.000695

CSB2 Cantilever End

Start DCON6 6.26871 0.000695

CSB2 Cantilever End

Middle 0.00000 0.000000


Anexo – 3

28



FBotArea

Tonf-m m2

CSB2 Cantilever End

End DCON6 1.23206 0.000155


Start DCON5 1.59318 0.000191


Middle 0.00000 0.000000


End DCON5 8.10609 0.000909

CSB3 Cantilever End

Start DCON5 8.10609 0.000909

CSB3 Cantilever End

Middle 0.00000 0.000000

CSB3 Cantilever End

End DCON5 1.59318 0.000201


Start DCON2 0.71904 0.000118


Middle 0.00000 0.000000


End DCON5 4.13543 0.000480

CSB4 Cantilever End

Start DCON5 4.13543 0.000480

CSB4 Cantilever End

Middle 0.00000 0.000000

CSB4 Cantilever End

End DCON2 0.71904 0.000126


Start DCON3 0.97978 0.000127


Middle 0.00000 0.000000


End DCON3 4.98513 0.000555

CSB5 Cantilever End

Start DCON3 4.98513 0.000555

CSB5 Cantilever End

Middle 0.00000 0.000000

CSB5 Cantilever End

End DCON6 0.92208 0.000116


Start DCON6 1.19903 0.000259


Middle 0.00000 0.000000


End DCON6 6.10066 0.000795

CSB6 Cantilever End

Start DCON6 6.10066 0.000795

CSB6 Cantilever End

Middle 0.00000 0.000000

CSB6 Cantilever End

End DCON6 1.19903 0.000258


Start DCON6 1.96188 0.000239


Middle DCON6 7.63932 0.000881


End DCON6 20.48582 0.001886

CSB7 Cantilever End

Start DCON6 20.48582 0.001886

CSB7 Cantilever End

Middle DCON6 7.63932 0.000911

CSB7 Cantilever End

End DCON6 1.96188 0.000249


Start DCON4 0.78140 0.000180


Anexo – 3

29



FBotArea

Tonf-m m2


Middle 0.00000 0.000000


End DCON5 4.59987 0.000541

CSB8 Cantilever End

Start DCON5 4.59987 0.000541

CSB8 Cantilever End

Middle 0.00000 0.000000

CSB8 Cantilever End

End DCON5 0.90406 0.000153


Start DCON6 1.19903 0.000228


Middle 0.00000 0.000000


End DCON6 6.10066 0.000740


Start DCON6 6.10066 0.000740


Middle 0.00000 0.000000


End DCON14 0.86722 0.000263


Start DCON2 0.71904 0.000110


Middle 0.00000 0.000000


End DCON5 4.13544 0.000443


Start DCON5 4.13544 0.000443


Middle 0.00000 0.000000


End DCON2 0.71904 0.000118


Start DCON5 1.59318 0.000170


Middle 0.00000 0.000000


End DCON5 8.10609 0.000852


Start DCON5 8.10609 0.000852


Middle 0.00000 0.000000


End DCON5 1.59318 0.000196


Start DCON6 1.23206 0.000151


Middle 0.00000 0.000000


End DCON6 6.26871 0.000662


Start DCON6 6.26871 0.000662


Middle 0.00000 0.000000


End DCON6 1.23206 0.000122


Start DCON5 1.69584 0.000280


Middle 0.00000 0.000000


End DCON6 8.99860 0.001009


Anexo – 3

30



FBotArea

Tonf-m m2


Start DCON6 8.99860 0.001009


Middle 0.00000 0.000000


End DCON6 1.77848 0.000249


Start DCON6 0.92208 0.000112


Middle 0.00000 0.000000


End DCON3 4.98513 0.000517


Start DCON3 4.98513 0.000517


Middle 0.00000 0.000000


End DCON3 0.97978 0.000113


Start DCON2 3.14751 0.000230


Middle DCON2 12.17782 0.000894


End DCON2 32.83787 0.002440


Start DCON2 32.83787 0.002440


Middle DCON2 12.17782 0.000896


End DCON2 3.14751 0.000230


Start DCON4 0.78140 0.000192


Middle 0.00000 0.000000


End DCON5 4.59987 0.000525


Start DCON5 4.59987 0.000525


Middle 0.00000 0.000000


End DCON14 0.27223 0.000164


Start DCON5 2.23856 0.000856


Middle 0.00000 0.000000


End DCON5 11.41242 0.001219


Start DCON5 11.41242 0.001219


Middle 0.00000 0.000000


End DCON5 2.23856 0.000822


Start DCON4 2.02237 0.000308


Middle 0.00000 0.000000


End DCON2 11.23412 0.000983


Start DCON2 11.23412 0.000983


Middle 0.00000 0.000000


Anexo – 3

31



FBotArea

Tonf-m m2


End DCON2 2.20359 0.000276


Start DCON5 1.69584 0.000280


Middle 0.00000 0.000000


End DCON1 9.36062 0.001033


Start DCON1 9.36062 0.001033


Middle 0.00000 0.000000


End DCON6 1.77848 0.000258


Start DCON4 2.01686 0.000339


Middle 0.00000 0.000000


End DCON2 10.81746 0.001252


Start DCON2 10.81746 0.001252


Middle 0.00000 0.000000


End DCON5 1.95094 0.000312


Start DCON6 2.01891 0.000233


Middle 0.00000 0.000000


End DCON6 10.21513 0.001119


Start DCON6 10.21513 0.001119


Middle 0.00000 0.000000


End DCON6 2.01891 0.000233


Start DCON5 1.83096 0.000219


Middle DCON5 7.12954 0.000807


End DCON2 21.49879 0.001782


Start DCON2 21.49879 0.001782


Middle DCON5 7.12954 0.000756


End DCON5 1.83096 0.000204


Start DCON3 1.67260 0.000202


Middle DCON3 6.51291 0.000743


End DCON3 17.46521 0.001584


Start DCON3 17.46521 0.001584


Middle DCON4 6.10078 0.000637


End DCON4 1.56676 0.000172


Anexo – 3

32



Strip SpanID Location VCombo VForce VArea Status Layer

Tonf m2/m


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON2 10.4715 0.000000 OK A

CSA3 Cantilever End

Start DCON2 10.4715 0.000000 OK A

CSA3 Cantilever End

Middle 0.0000 0.000000 OK A

CSA3 Cantilever End

End DCON2 10.4715 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON1 10.1671 0.000000 OK A

CSA4 Cantilever End

Start DCON1 10.1671 0.000000 OK A

CSA4 Cantilever End

Middle 0.0000 0.000000 OK A

CSA4 Cantilever End

End DCON1 10.1671 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON2 9.7664 0.000000 OK A

CSA5 Cantilever End

Start DCON2 9.7664 0.000000 OK A

CSA5 Cantilever End

Middle 0.0000 0.000000 OK A

CSA5 Cantilever End

End DCON2 9.7664 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON6 9.2226 0.000000 OK A

CSA6 Cantilever End

Start DCON6 9.2226 0.000000 OK A

CSA6 Cantilever End

Middle 0.0000 0.000000 OK A

CSA6 Cantilever End

End DCON6 9.2226 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle DCON2 7.0628 0.000000 OK A


End DCON2 21.4689 0.000000 OK A

CSA7 Cantilever End

Start DCON2 21.4689 0.000000 OK A

CSA7 Cantilever End

Middle DCON2 21.4689 0.000000 OK A

CSA7 Cantilever End

End DCON2 7.0628 0.000000 OK A


Start 0.0000 0.000000 OK A


Anexo – 3

33



Tonf m2/m


Middle DCON2 7.9822 0.000000 OK A


End DCON2 24.2638 0.000000 OK A

CSA8 Cantilever End

Start DCON2 24.2638 0.000000 OK A

CSA8 Cantilever End

Middle DCON2 24.2638 0.000000 OK A

CSA8 Cantilever End

End DCON2 7.9822 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle DCON2 8.0789 0.000000 OK A


End DCON2 24.5576 0.000000 OK A

CSA9 Cantilever End

Start DCON2 24.5576 0.000000 OK A

CSA9 Cantilever End

Middle DCON2 24.5576 0.000000 OK A

CSA9 Cantilever End

End DCON2 8.0789 0.000000 OK A


Start 0.0000 0.000000 OK B


Middle DCON2 10.0403 0.000000 OK B


End DCON2 30.9443 0.000000 OK B

CSB1 Cantilever End

Start DCON2 30.9443 0.000000 OK B

CSB1 Cantilever End

Middle DCON2 30.9443 0.000000 OK B

CSB1 Cantilever End

End DCON2 10.0403 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON6 7.5576 0.000000 OK B

CSB2 Cantilever End

Start DCON6 7.5576 0.000000 OK B

CSB2 Cantilever End

Middle 0.0000 0.000000 OK B

CSB2 Cantilever End

End DCON6 7.5576 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON5 9.7727 0.000000 OK B

CSB3 Cantilever End

Start DCON5 9.7727 0.000000 OK B

CSB3 Cantilever End

Middle 0.0000 0.000000 OK B

CSB3 Cantilever End

End DCON5 9.7727 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON5 4.9857 0.000000 OK B


Anexo – 3

34



Tonf m2/m

CSB4 Cantilever End

Start DCON5 4.9857 0.000000 OK B

CSB4 Cantilever End

Middle 0.0000 0.000000 OK B

CSB4 Cantilever End

End DCON5 4.9857 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON3 6.0101 0.000000 OK B

CSB5 Cantilever End

Start DCON3 6.0101 0.000000 OK B

CSB5 Cantilever End

Middle 0.0000 0.000000 OK B

CSB5 Cantilever End

End DCON3 6.0101 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON6 7.3550 0.000000 OK B

CSB6 Cantilever End

Start DCON6 7.3550 0.000000 OK B

CSB6 Cantilever End

Middle 0.0000 0.000000 OK B

CSB6 Cantilever End

End DCON6 7.3550 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle DCON2 8.0789 0.000000 OK B


End DCON2 24.5576 0.000000 OK B

CSB7 Cantilever End

Start DCON2 24.5576 0.000000 OK B

CSB7 Cantilever End

Middle DCON2 24.5576 0.000000 OK B

CSB7 Cantilever End

End DCON2 8.0789 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON5 5.5456 0.000000 OK B

CSB8 Cantilever End

Start DCON5 5.5456 0.000000 OK B

CSB8 Cantilever End

Middle 0.0000 0.000000 OK B

CSB8 Cantilever End

End DCON5 5.5456 0.000000 OK B


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON6 7.3550 0.000000 OK A


Start DCON6 7.3550 0.000000 OK A


Middle 0.0000 0.000000 OK A


Anexo – 3

35



Tonf m2/m


End DCON6 7.3550 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON5 4.9857 0.000000 OK A


Start DCON5 4.9857 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON5 4.9857 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON5 9.7727 0.000000 OK A


Start DCON5 9.7727 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON5 9.7727 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON6 7.5576 0.000000 OK A


Start DCON6 7.5576 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON6 7.5576 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON1 8.4511 0.000000 OK A


Start DCON1 8.4511 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON1 8.4511 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON3 6.0101 0.000000 OK A


Start DCON3 6.0101 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON3 6.0101 0.000000 OK A


Start 0.0000 0.000000 OK A


Anexo – 3

36



Tonf m2/m


Middle DCON2 10.0403 0.000000 OK A


End DCON2 30.9443 0.000000 OK A


Start DCON2 30.9443 0.000000 OK A


Middle DCON2 30.9443 0.000000 OK A


End DCON2 10.0403 0.000000 OK A


Start 0.0000 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON5 5.5456 0.000000 OK A


Start DCON5 5.5456 0.000000 OK A


Middle 0.0000 0.000000 OK A


End DCON5 5.5456 0.000000 OK A


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON2 10.4715 0.000000 OK B


Start DCON2 10.4715 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON2 10.4715 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON1 10.1671 0.000000 OK B


Start DCON1 10.1671 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON1 10.1671 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON1 8.4511 0.000000 OK B


Start DCON1 8.4511 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON1 8.4511 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON2 9.7664 0.000000 OK B


Anexo – 3

37



Tonf m2/m


Start DCON2 9.7664 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON2 9.7664 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON6 9.2226 0.000000 OK B


Start DCON6 9.2226 0.000000 OK B


Middle 0.0000 0.000000 OK B


End DCON6 9.2226 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle DCON2 7.9822 0.000000 OK B


End DCON2 24.2638 0.000000 OK B


Start DCON2 24.2638 0.000000 OK B


Middle DCON2 24.2638 0.000000 OK B


End DCON2 7.9822 0.000000 OK B


Start 0.0000 0.000000 OK B


Middle DCON2 7.0628 0.000000 OK B


End DCON2 21.4689 0.000000 OK B


Start DCON2 21.4689 0.000000 OK B


Middle DCON2 21.4689 0.000000 OK B


End DCON2 7.0628 0.000000 OK B

6.4. Beam design

6.5. Punching check/design

Table 32: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3 Table 32: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3

Point GlobalX GlobalY Location Perimeter Depth Status Ratio

m m m m

1234 0.00000 0.00000 Corner 2.367200 0.267000 OK 0.290572

1235 0.00000 7.10000 Corner 2.867200 0.267000 OK 0.354585

1236 0.00000 13.70000 Corner 2.367200 0.267000 OK 0.219328

1237 6.00000 0.00000 Corner 3.592200 0.367000 OK 0.353095

1239 6.00000 13.70000 Corner 2.992200 0.367000 OK 0.264999


Anexo – 3

38

Table 32: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3

Point GlobalX GlobalY Location Perimeter Depth Status Ratio

m m m m

1240 12.00000 0.00000 Corner 3.592200 0.367000 OK 0.348815

1242 12.00000 13.70000 Corner 2.992200 0.367000 OK 0.257263

1243 18.00000 0.00000 Corner 3.592200 0.367000 OK 0.308093

1244 18.00000 7.10000 Corner 3.867200 0.367000 OK 0.599422

1245 18.00000 13.70000 Corner 2.217200 0.267000 OK 0.241220

1246 23.75000 0.00000 Corner 2.167200 0.267000 OK 0.309627

1247 23.75000 7.10000 Corner 2.717200 0.267000 OK 0.440594

1248 23.75000 13.70000 Corner 2.217200 0.267000 OK 0.473178

1257 18.00000 11.00000 Corner 2.717200 0.267000 OK 0.466753

1259 23.75000 11.00000 Corner 2.167200 0.267000 OK 0.389579


Point Combo Vu ShrStrMax Mu2 ShrStrCap

Tonf Tonf/m2 Tonf-m Tonf/m2

1234 DCON6 -12.2701 35.81 1.27393 123.23

1235 DCON1 -13.5547 42.19 2.06166 118.99

1236 DCON5 -9.1019 27.03 0.97463 123.23

1237 DCON2 -28.3767 41.34 6.97688 117.07

1239 DCON2 -16.8969 32.66 -2.74215 123.23

1240 DCON2 -28.0224 40.84 6.89491 117.07

1242 DCON1 -16.1235 31.70 -2.69370 123.23

1243 DCON2 -24.6519 36.07 6.11515 117.07

1244 DCON2 -48.9149 71.98 8.88956 120.09

1245 DCON5 -8.1215 29.73 -1.02139 123.23

1246 DCON3 -9.9152 38.16 -1.07446 123.23

1247 DCON6 -15.0875 53.82 2.61555 122.16

1248 DCON5 -16.5035 58.31 -1.52182 123.23

1257 DCON2 -16.0409 57.02 -3.15515 122.16

1259 DCON6 -12.6248 48.01 1.33585 123.23


Point Mu3 ReinfType NumRails StudPerRail

Tonf-m

1234 -0.82323 None

1235 -2.52037 None

1236 -0.64182 None

1237 0.65035 None

1239 -2.22675 None

1240 0.64288 None

1242 -2.20461 None

1243 0.57178 None

1244 8.88956 None

1245 -0.80957 None

1246 1.24367 None

1247 2.98381 None

1248 1.95710 None

1257 -2.76305 None

1259 1.55218 None

Informe Centro Cultural La Roldos Edf2

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