VDLP ESTRUCTURA METALICA

GENERALIDADES

El objetivo del presente informe, es el de describir la metodología y normas utilizadas en el cálculo además del tipo de estructura que se le proporcionará a una edificación, destinada a vivienda multifamiliar a construirse en parcela de la calle 9 transversal con cruce con la calle España, Sector Guamachal, Municipio Leonardo Infante del Estado Guárico.

La edificación es de seis (6) niveles La estructura de la vivienda es metálica, con un sistema de pórticos formado por columnas CONDUVEN MR

de sección cuadrada y vigas formadas por perfiles PROPERCA MR, las losas de entrepiso son losas con encofrado contribuyente LOSACERO armadas en una sola dirección de espesor de 10 cm.

La calidad de los materiales utilizada en el análisis y diseño, está indicada en los planos y son los siguientes:

f´c .....................= 250 Kg/cm² fy.......................= 4.200 Kg/cm² vc .....................= 7.9 Kg/cm²

El ingeniero residente deberá tener muy en cuenta para su control en obra y hacer que se cumpla con las exigencias indicadas

Para el cálculo estructural se utilizó el programa de computación IP3-Ingenieros, aplicando en el diseño las normas Covenin-Mindur 1618-1998 (LRFD) y Covenin-Funvisis 1756 las actualmente vigentes igualmente para casos no contemplados en la Norma Covenin, se aplicó la norma AISC 2005.

ESTIMACIONES DE CARGAS, ANALISIS SISMICO

La sobre carga (carga variable) utilizadas fueron las siguientes:

áreas internas y visitables....................................175 Kg / m² escaleras, balcones y terrazas..............................300 Kg / m² sobrecarga en techos planos................................100 Kg / m²

Losa maciza armada en una dirección LOSACERO (espesor 10 cm)

Entrepiso TechosLosa .........................= 150 Kg/m² Losa …...........................= 150 Kg/m² Sobrepiso .................= 100 Kg/m² Impermea .......................= 100 Kg/m² Tabiquería................= 150 Kg/m²

Carga permanente.....= 400 Kg/m² Carga permanente.......= 250 Kg/m² Carga variable..........= 175 Kg/m² Carga variable.............= 100 Kg/m²

Total carga...............= 575 Kg/m² Total carga...................= 350 Kg/m²

Carga sísmica ...........= 450 Kg/m² Carga sísmica..................= 250 kg/m²

En cuanto al cálculo sísmico, se hizo un análisis dinámico, calculando las fuerzas por traslación + torsión. De acuerdo al estudio de suelo, se tomó para el análisis sísmico, zona sísmica No. 5, tipo de suelo S-2. Para calcular el peso sísmico se tomó en cuenta la carga permanente en un 100% y la carga variable en un 25% en las losas de entrepiso, para el techo se consideró el 100% de la carga permanente solamente. Para el criterio de aceptación, se tomó como deformación máxima relativa de la estructura por efecto del sismo (deriva máxima) un valor de 0,018%

Para el análisis sísmico se determinan los centros de masas de los diferentes niveles, radio de giro y pesos de los niveles, resultados de lo antes indicado se presentan adjunto.

Del análisis sísmico se obtienen los valores de las fuerzas de sismo de diseño en cada pórtico y en cada nivel, además se tiene como resultado la deformación de la estructura en las dos dimensiones.

FUNDACIONES

El tipo de fundación seleccionado es el de fundación profunda o pilotes, las cuales se diseñaron para una resistencia admisible máxima de 30 Kg/cm2 para pilotes de hasta aproximadamente 10 metros de longitud, la cual deberá verificarse en el sitio en el momento de su construcción, garantizando la recomendación del estudio de suelo, de una penetración en el estrato resistente adecuada.

El tipo de pilote recomendado por el estudio de suelo, es el pilote excavado y vaciado en sitio con la utilización de lodo bentonítico. La empresa constructora determinará los métodos constructivos y verificará las cotas de asiento de los pilotes.

Las cargas utilizadas en el diseño de pilotes, son las cargas de servicio reportadas en el análisis estructural del edificio, sin embargo se le sumaron el peso de las áreas tributarias de la losa de piso y presión negativa sobre los pilotes ejercida por los estratos superiores del suelo (arena arcillosa limosa).

El ingeniero residente, podrá establecer, a su discreción, la cota de asiento de los pilotes una vez realizada la excavación, de manera de

1. El acero longitudinal del pilote es de 0,50% 2. El recubrimiento del acero es de 5 cm 3. El refuerzo lateral (ligaduras) serán de f = 3/8” en zunchos a 20 cm.

Las vigas de riostras se diseñaron para absorber las cargas de sismo, la cual se estimó en un 15% del valor de la carga última mayor. Además se diseñaron para absorber los momentos en los nodos de fundación, de esta manera al pilote solo pasa la carga axial.

Diseño de pilotes

COL CARGA PESO CARGA T AREA DIAM

A-1 59 9 68,000 1,943 60 A-2 77 13 90,000 2,571 60 A-3 61 8 69,000 1,971 60 B'-1 77 12 89,000 2,543 60 B'-2 111 16 127,000 3,629 80 B'-3 70 12 82,000 2,343 60 B-5 52 9 61,000 1,743 60 B-6 86 12 98,000 2,800 60 B-7 49 8 57,000 1,629 60 B"-5 84 8 92,000 2,629 60 B"-6 150 12 162,000 4,629 80 B"-7 83 10 93,000 2,657 60 B"'-3 49 5 54,000 1,543 60 C-1 64 14 78,000 2,229 60 C-2 47 15 62,000 1,771 60 C'-3 60 9 69,000 1,971 60 C'-4 89 11 100,000 2,857 70 C'-5 58 9 67,000 1,914 60 D-1 93 8 101,000 2,886 70 D-2 113 12 125,000 3,571 80 D-3 120 13 133,000 3,800 80 D-4 149 15 164,000 4,686 80 D-5 128 12 140,000 4,000 80 D-6 88 10 98,000 2,800 60 D-7 52 8 60,000 1,714 60 E-1 65 9 74,000 2,114 60 E-2 41 10 51,000 1,457 60 E-3 92 12 104,000 2,971 70 E'-4 102 10 112,000 3,200 70 E'-5 63 8 71,000 2,029 60

DISEÑO VIGAS DE RIOSTRA

d: 30 cm b: 0.60 m

f'c: 250 Kg/cm² fy: 4200 Kg/cm²

As min: 0.0033 M: 5,000 Kg-m

Pu: 213,000 Kg

acero por flexion

Mu C �� As (Kg-m) Mu/(�bd2f'c) ��=q (f'c/fy) (cm²)

7,500 0.0556 0.0034 6.16

acero por tracción

Pu Area conc. As (Kg) (cm²) (cm²)

213,000 1,169 10.87

acero total superior de la viga de riostra 11.60 acero total inferior de la viga de riostra 11.60

Los solapes del refuerzo de acero de las vigas de riostras podrán realizarse en cualquier parte del tramo preferiblemente fuera del nodo, se consideró un solape de clase A, es decir que la longitud de solape es igual a la longitud de desarrollo básica (30 cm):

ld (tracción)= 0,06*Ab*fy/(f’c)½ >= 0,006*db*fy

Todos los estribos de vigas de riostras y pedestales utilizados, son cerrados, f= 3/8”,con ganchos de 10 cm y dobleces de 135º, en vigas el espaciamiento entre estribos es de d/2 y en pedestales es de d/4.

El piso está formado por una losa maciza de 12 cm de espesor, con refuerzos de malla de acero de 150 x 150 x 5 mm para la retracción, debajo de la losa deberá compactarse el suelo y sobre este una capa de 10 cm de material granular igualmente compactado.

DISEÑO DE CABEZALES

Tipo 1 Tipo 2

dimensión columna (a) 0.30 m 0.30 M dimensión columna (a) 0.50 m 0.50 M diámetro pilotes 0.65 m 0.80 M altura cabezal 0.90 m 0.90 M Carga Q 70.00 ton 215.00 Ton Hx = Hy 2.55 ton 12.32 Ton As 1.22 cm2 5.87 cm2

RECOMENDACIONES

� Se deberá controlar la calidad y dosificación de la preparación del concreto para la calidad exigida en los planos.

� En el momento de montaje de las estructuras metálicas, se verificará su estado, calidad y control de calidad. Se verificará que se utilice el electrodo recomendado y en general que los materiales sean los descritos en el plano.

� Los cordones de soldadura deberán tener el ancho y longitud indicados en los planos. La estructura deberá estar protegida contra corrosión utilizando cualquier producto, para galvanizado en frío, aprobado por el ingeniero residente

� Deberán observarse todas las especificaciones de los planos en cuanto a calidad de los materiales

� Las conexiones podrán ser soldadas o apernadas.

� El ingeniero residente podrá disponer, en cualquier fase de la construcción, la opinión del suscrito en caso de requerir una consulta o aclarar algún punto.

� El ingeniero residente deberá poner gran cuidado en la evacuación, a través de un apropiado drenaje, de las aguas exteriores, que no hayan sido contempladas en el proyecto, ya sea por omisión o por modificación de la topografía. De esta forma se evitan infiltraciones perjudiciales a la fundación.

Ingº Edgar J. Bruzual R. CIV 16.358

ANALISIS SISMICO DE EDIFICIOS

APLICANDO LA NORMA VENEZOLANA

EDIFICACIONES SISMORRESISTENTES

COVENIN 1756-98 (Revisión 2001) IP3-Edificios Versión 7.0

VIVIENDA MULTIFAMILIARPROYECTO:

USUARIO: ING. EDGAR BRUZUAL

ING. EDGAR BRUZUAL CIV: 16.358CALCULISTA:

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ING. EDGAR BRUZUALUsuario:

VIVIENDA MULTIFAMILIARProyecto:

Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0

CRITERIOS NORMATIVOS PARA EL DISEÑO SISMICO

Norma Aplicada: NORMA VENEZOLANA COVENIN 1756-98 EDIFICACIONES SISMORRESISTENTES (Revisión 2001)

x g0.30Coeficiente de Aceleración Horizontal Ao =

S2Forma Espectral =

1.00Factor de Corrección =

1.00Factor de Importancia =

ND3Nivel de Diseño =

La Estructura es Regular

IEstructura Tipo =

6.00Factor de Reducción R =

seg0.7Valor de T* =

2.6Valor de Beta =

Valor de P = 1.00

seg0.2Valor de To =

seg0.40Valor de T+ =

0.018Valor Límite de la Deriva Lateral =

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PESOS SISMICOS Y COORDENADAS DE LOS CENTROS DE MASA

Ancho By (m)

Ancho Bx (m)

Radio GiroRo (m)

Coord.Ycm (m)

Coord.Xcm (m)

PesoKgf Nivel

6 172,540 12.49 9.53 10.27 32.45 18.40

5 172,540 12.49 9.53 10.27 32.45 18.40

4 172,540 12.49 9.53 10.27 32.45 18.40

3 172,540 12.49 9.53 10.27 32.45 18.40

2 172,540 12.49 9.53 10.27 32.45 18.40

1 172,540 12.49 9.53 10.27 32.45 18.40

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COORDENADAS DE LOS PORTICOS EN DIRECCION X

YFinal(m)

X Final(m)

Y Inicial(m)

X Inicial(m)

AnguloInclinación

PORTICO: A 0.00 0.00 7.99 0.00 0.00

PORTICO: B' 0.00 4.25 30.59 4.25 0.00

PORTICO: F 7.99 7.10 30.59 7.10 0.00

PORTICO: C 0.00 8.17 4.42 8.17 0.00

PORTICO: C' 7.99 9.10 19.29 9.10 0.00

PORTICO: D 0.00 12.10 30.59 12.10 0.00

PORTICO: E 0.00 16.35 7.99 16.35 0.00

PORTICO: E' 7.99 17.10 19.29 17.10 0.00

COORDENADAS DE LOS PORTICOS EN DIRECCION Y

YFinal(m)

X Final(m)

Y Inicial(m)

X Inicial(m)

Angulo Inclinación

PORTICO: 1 0.00 0.00 0.00 16.35 90.00PORTICO: 2 4.42 0.00 4.42 16.35 90.00

PORTICO: 3 7.99 0.00 7.99 17.10 90.00

PORTICO: 4 13.29 9.10 13.29 17.10 90.00PORTICO: 5 19.29 4.25 19.29 17.10 90.00

PORTICO: 6 25.29 4.25 25.29 12.10 90.00

PORTICO: 7 30.59 4.25 30.59 12.10 90.00

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PROPIEDADES DE LOS MODOS DE VIBRACION

F. Partic. Masa By

F. Partic. Masa Bx

F. Partic. Modo Gy

OrdenadaEspect. Ad

F. Partic.Modo Gx

FrecuenciaNatural F

PeriodoT Seg

FrecuenciaCircular W Modo

1 5.661 1.110 0.082133.99 %17.01 %38.52201.610.9012 6.544 0.960 0.095-225.80 %48.31 %30.18178.461.0423 7.954 0.790 0.115127.91 %15.50 %10.53105.421.2664 17.923 0.351 0.13750.76 %2.44 %5.8778.672.8535 20.961 0.300 0.14693.23 %8.24 %4.78-71.053.3366 26.419 0.238 0.16143.32 %1.78 %2.9155.404.2057 32.427 0.194 0.175-28.89 %0.79 %1.92-44.995.1618 38.003 0.165 0.186-52.18 %2.58 %1.2235.856.0489 48.123 0.131 0.20224.16 %0.55 %1.3537.807.65910 49.029 0.128 0.204-16.40 %0.25 %0.44-21.477.80311 54.775 0.115 0.211-36.05 %1.23 %0.6125.478.71812 64.752 0.097 0.22217.20 %0.28 %0.5624.4010.30613 69.459 0.090 0.22713.63 %0.18 %0.2315.6411.05514 71.284 0.088 0.22923.37 %0.52 %0.41-20.6911.34515 78.165 0.080 0.23410.78 %0.11 %0.1512.6412.44016 84.329 0.075 0.23912.38 %0.15 %0.15-12.4013.42117 88.654 0.071 0.2427.64 %0.06 %0.1412.0514.11018 103.503 0.061 0.2504.15 %0.02 %0.046.5516.473

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COORDENADAS DE LOS MODOS DE VIBRACION

N�mero de Modos a ser Tomados en el An�lisis S�smico = 9

MODO DE VIBRACION: 1Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 1.110 Seg

1 0.00029118 0.00041744 0.000032342 0.00073262 0.00107874 0.000084073 0.00116490 0.00173435 0.000135654 0.00154481 0.00231990 0.000181795 0.00184355 0.00279216 0.000219026 0.00204134 0.00312003 0.00024490


1 -0.00049471 0.00035661 -0.000006202 -0.00121297 0.00090798 -0.000016373 -0.00192809 0.00147967 -0.000028194 -0.00258014 0.00202479 -0.000040575 -0.00311935 0.00250244 -0.000052466 -0.00350294 0.00287489 -0.00006285


1 0.00029821 0.00019614 -0.000043882 0.00070456 0.00049457 -0.000111283 0.00110078 0.00082885 -0.000184264 0.00145787 0.00117470 -0.000256935 0.00175066 0.00150544 -0.000323516 0.00196059 0.00179383 -0.00037836


1 0.00095010 0.00137938 0.000104612 0.00186324 0.00277981 0.000211803 0.00182343 0.00276266 0.000211334 0.00080699 0.00127779 0.000098595 -0.00066988 -0.00092076 -0.000068966 -0.00188789 -0.00280581 -0.00021232


1 0.00175809 -0.00121083 0.000011752 0.00328731 -0.00233791 0.000021033 0.00316261 -0.00231431 0.000021634 0.00141688 -0.00112890 0.000013765 -0.00110637 0.00066912 0.000000566 -0.00321798 0.00228304 -0.00001271

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1 0.00085008 0.00094910 -0.000174522 0.00148204 0.00171014 -0.000326343 0.00135456 0.00166019 -0.000324534 0.00056781 0.00084161 -0.000165415 -0.00047872 -0.00041110 0.000084336 -0.00131262 -0.00159997 0.00031731


1 -0.00151094 -0.00224229 -0.000168742 -0.00168268 -0.00263482 -0.000200743 0.00040317 0.00047289 0.000028564 0.00195048 0.00291480 0.000211355 0.00081634 0.00133959 0.000099236 -0.00161918 -0.00240833 -0.00017180


1 -0.00285217 0.00184709 -0.000011352 -0.00297194 0.00208130 -0.000010203 0.00082003 -0.00039437 -0.000000554 0.00343606 -0.00229742 0.000003305 0.00137621 -0.00106398 0.000001626 -0.00277483 0.00186567 0.00000215


1 0.00208506 0.00309915 0.000157122 0.00038471 0.00077988 -0.000011553 -0.00203694 -0.00301036 -0.000197354 0.00021588 0.00011254 0.000086505 0.00178179 0.00262367 0.000220756 -0.00105659 -0.00145566 -0.00016665

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CORTANTES DE PISO Y FACTOR DE AMPLIFICACION DE CORTANTES

Cortante Est�tico Vo =73,693 kgfPeriodo Est�tico ( 1.6 Ta) =1.119 seg Coeficiente S�smico =0.071

SISMO EN SENTIDO X SISMO EN SENTIDO Y

NivelCombinaci�nCorte Modal

Factor Est.Equiva.

Debido aEfecto P-D

Corte de PisoVx (Kgf)

Combinaci�nCorte Modal

Factor Est.Equiva.

Corte de PisoVy (Kgf)

Debido a Efecto P-D

6 17,222 1.345 1.000 1.545 1.00023,161 15,260 23,581

5 29,419 1.345 1.000 1.545 1.00039,565 25,876 39,985

4 38,732 1.345 1.000 1.545 1.00052,088 33,949 52,460

3 46,104 1.345 1.000 1.545 1.00062,003 40,307 62,285

2 51,615 1.345 1.000 1.545 1.00069,415 45,037 69,594

1 54,797 1.345 1.000 1.545 1.00073,693 47,690 73,693

MOMENTOS TORSORES ACCIDENTALES

SISMO EN SENTIDO X SISMO EN SENTIDO Y

NivelCorte de Piso

Vx (kgf) (0.060) ByMomento Torsor

AcumuladoCorte de Piso

Vy (kgf) (0.06) BxMomento Torsor

Acumulado

6 23,161 1.10 25,570 23,581 1.95 45,9125 39,565 1.10 43,679 39,985 1.95 77,8524 52,088 1.10 57,505 52,460 1.95 102,1403 62,003 1.10 68,451 62,285 1.95 121,2692 69,415 1.10 76,634 69,594 1.95 135,4991 73,693 1.10 81,357 73,693 1.95 143,480

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CORTANTES TOTALES PARA LOS PORTICOS

PORTICO: ASISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor

Incertid.CortanteDise�o

CortanteDise�o

Factor Incertid.

6 5,405 -519 5,924 -931 6,1421.111 6,583 5,211 1.1111 6,8245 10,588 -821 11,409 -1,463 11,4641.111 12,677 10,001 1.1111 12,7384 14,978 -1,054 16,032 -1,872 15,8091.111 17,813 13,938 1.1111 17,5663 18,757 -1,228 19,985 -2,175 19,5361.111 22,205 17,361 1.1111 21,7072 22,071 -1,359 23,430 -2,403 22,8721.111 26,033 20,469 1.1111 25,4131 19,834 -1,167 21,001 -2,059 20,4561.111 23,334 18,398 1.1111 22,729

PORTICO: B'SISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 3,651 -178 3,829 -318 3,7271.111 4,254 3,410 1.1111 4,1415 4,820 -168 4,988 -299 4,8311.111 5,542 4,533 1.1111 5,3684 5,710 -180 5,891 -320 5,6891.111 6,545 5,369 1.1111 6,3213 6,246 -176 6,423 -312 6,1921.111 7,136 5,880 1.1111 6,8802 6,511 -161 6,672 -285 6,4311.111 7,413 6,146 1.1111 7,1461 8,731 -221 8,952 -390 8,6591.111 9,946 8,269 1.1111 9,621

PORTICO: FSISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 1,084 -16 1,100 -29 1,0791.111 1,222 1,050 1.1111 1,1995 1,533 -6 1,538 -10 1,5251.111 1,709 1,514 1.1111 1,6944 1,779 -4 1,783 -7 1,7741.111 1,981 1,767 1.1111 1,9713 1,962 0 1,962 0 1,9591.111 2,180 1,959 1.1111 2,1772 1,942 8 1,950 15 1,9751.111 2,167 1,961 1.1111 2,1951 3,641 -7 3,648 -12 3,6291.111 4,053 3,617 1.1111 4,032

PORTICO: CSISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 3,269 -49 3,318 -86 3,3461.111 3,686 3,259 1.1111 3,7175 8,233 42 8,274 75 8,3711.111 9,194 8,296 1.1111 9,3014 12,395 114 12,510 203 12,8591.111 13,900 12,656 1.1111 14,2883 16,210 183 16,394 324 17,0121.111 18,215 16,687 1.1111 18,9022 19,427 233 19,659 411 20,4791.111 21,844 20,068 1.1111 22,7551 17,307 143 17,450 253 17,9131.111 19,389 17,660 1.1111 19,903

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PORTICO: C'SISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 1,114 12 1,126 22 1,1491.111 1,251 1,127 1.1111 1,2775 1,578 26 1,604 47 1,6791.111 1,782 1,633 1.1111 1,8664 1,833 32 1,865 57 1,9711.111 2,073 1,914 1.1111 2,1903 2,022 38 2,060 67 2,1931.111 2,289 2,125 1.1111 2,4372 2,009 46 2,055 81 2,2311.111 2,283 2,149 1.1111 2,4781 3,710 52 3,763 92 3,9361.111 4,181 3,844 1.1111 4,373

PORTICO: DSISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 7,046 316 7,363 566 8,2121.111 8,181 7,646 1.1111 9,1245 9,051 402 9,452 715 10,7361.111 10,503 10,021 1.1111 11,9294 10,767 478 11,245 850 12,9151.111 12,495 12,065 1.1111 14,3503 11,708 523 12,231 926 14,1801.111 13,590 13,254 1.1111 15,7552 12,185 549 12,734 971 14,9161.111 14,149 13,944 1.1111 16,5731 12,838 486 13,324 858 15,1221.111 14,804 14,264 1.1111 16,802

PORTICO: ESISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 1,874 148 2,022 265 2,4281.111 2,247 2,163 1.1111 2,6985 2,459 181 2,640 322 3,2581.111 2,933 2,936 1.1111 3,6204 2,902 211 3,113 375 3,8921.111 3,459 3,517 1.1111 4,3243 3,170 228 3,398 404 4,2941.111 3,776 3,889 1.1111 4,7712 3,254 238 3,492 422 4,5171.111 3,880 4,096 1.1111 5,0191 4,692 297 4,988 523 6,1441.111 5,543 5,621 1.1111 6,826

PORTICO: E'SISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 3,455 286 3,741 511 4,5521.111 4,157 4,040 1.1111 5,0575 4,379 344 4,724 613 5,8851.111 5,249 5,272 1.1111 6,5394 5,196 402 5,598 714 7,0701.111 6,220 6,356 1.1111 7,8553 5,643 432 6,075 765 7,7651.111 6,750 6,999 1.1111 8,6272 5,860 446 6,306 789 8,1791.111 7,007 7,391 1.1111 9,0881 6,090 416 6,507 735 8,1501.111 7,230 7,415 1.1111 9,055

Página: 11





PORTICO: 1SISMO DIRECCION X SISMO DIRECCION Y

NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 2,198 262 2,459 468 3,8021.111 2,733 3,334 1.1111 4,2255 3,019 342 3,362 610 5,3071.111 3,735 4,698 1.1111 5,8974 3,540 395 3,935 701 6,2461.111 4,372 5,545 1.1111 6,9403 3,878 431 4,308 763 6,8751.111 4,787 6,112 1.1111 7,6392 4,155 455 4,610 805 7,4331.111 5,122 6,629 1.1111 8,2591 6,611 729 7,340 1,285 11,6031.111 8,155 10,319 1.1111 12,893


NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 1,931 170 2,100 304 3,1111.111 2,334 2,807 1.1111 3,4575 2,624 237 2,861 422 4,3631.111 3,179 3,941 1.1111 4,8474 3,065 276 3,341 491 5,1361.111 3,713 4,645 1.1111 5,7063 3,348 306 3,653 542 5,6581.111 4,059 5,116 1.1111 6,2862 3,574 332 3,906 587 6,1281.111 4,339 5,541 1.1111 6,8091 5,737 518 6,255 914 9,5821.111 6,950 8,668 1.1111 10,646


NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 8,088 371 8,459 670 11,4611.111 9,399 10,792 1.1111 12,7355 13,936 850 14,786 1,516 20,9691.111 16,429 19,454 1.1111 23,2994 18,754 1,241 19,995 2,204 28,9691.111 22,217 26,766 1.1111 32,1883 22,501 1,560 24,061 2,763 35,3681.111 26,735 32,604 1.1111 39,2982 24,953 1,778 26,731 3,143 39,6331.111 29,701 36,489 1.1111 44,0361 22,071 1,516 23,587 2,675 34,5111.111 26,208 31,836 1.1111 38,346


NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 990 -10 1,000 -17 1,1191.111 1,111 1,102 1.1111 1,2445 1,252 14 1,265 25 1,5241.111 1,406 1,499 1.1111 1,6934 1,417 21 1,438 37 1,7611.111 1,598 1,724 1.1111 1,9573 1,515 30 1,544 52 1,9331.111 1,716 1,881 1.1111 2,1482 1,525 48 1,573 84 2,0601.111 1,747 1,976 1.1111 2,2891 2,781 56 2,837 99 3,5481.111 3,152 3,449 1.1111 3,942

Página: 12






NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 5,624 -384 6,008 -685 6,1701.111 6,676 5,484 1.1111 6,8555 9,504 -462 9,966 -823 10,1861.111 11,073 9,363 1.1111 11,3174 12,710 -524 13,235 -932 13,5371.111 14,705 12,605 1.1111 15,0413 15,220 -548 15,768 -971 16,2701.111 17,520 15,299 1.1111 18,0782 17,181 -541 17,722 -957 18,5141.111 19,691 17,556 1.1111 20,5711 16,692 -599 17,291 -1,057 18,0171.111 19,212 16,960 1.1111 20,019


NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 1,539 -139 1,678 -247 1,6901.111 1,864 1,442 1.1111 1,8775 1,713 -142 1,856 -253 1,8571.111 2,062 1,604 1.1111 2,0644 1,891 -154 2,045 -273 2,0281.111 2,272 1,754 1.1111 2,2533 1,942 -157 2,099 -278 2,0721.111 2,332 1,794 1.1111 2,3022 1,758 -136 1,894 -241 1,8681.111 2,105 1,627 1.1111 2,0761 3,401 -278 3,679 -490 3,6761.111 4,088 3,186 1.1111 4,085


NivelCombinado

ModalCortante

AccidentalCortante

Total Combinado

ModalCortante

Accidental Cortante

TotalFactor


CortanteDise�o

Factor Incertid.

6 3,319 -270 3,589 -492 4,0451.111 3,988 3,553 1.1111 4,4955 8,452 -839 9,291 -1,497 9,7681.111 10,323 8,272 1.1111 10,8544 12,372 -1,254 13,626 -2,227 14,1351.111 15,140 11,908 1.1111 15,7063 15,760 -1,621 17,381 -2,871 18,1001.111 19,312 15,229 1.1111 20,1112 18,638 -1,936 20,573 -3,421 21,6721.111 22,859 18,251 1.1111 24,0801 18,502 -1,942 20,443 -3,424 21,4881.111 22,715 18,064 1.1111 23,876

Página: 13





FUERZAS DE DISE�O, DESPLAZAMIENTOS Y DERIVAS LATERALES

PORTICO: A100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)

NivelFuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 6,583 0.1544 0.006 0.1524 0.0076,824 9,482 0.2169 0.009

5 6,094 0.1350 0.008 0.1328 0.0085,914 8,492 0.1894 0.012

4 5,136 0.1102 0.009 0.1081 0.0094,828 7,049 0.1543 0.013

3 4,392 0.0818 0.010 0.0801 0.0104,140 6,036 0.1145 0.014

2 3,828 0.0515 0.010 0.0503 0.0103,707 5,328 0.0720 0.014

1 -2,699 0.0212 0.007 0.0206 0.007-2,684 -3,807 0.0296 0.010

PORTICO: B'100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)


Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 4,254 0.1386 0.005 0.1340 0.0054,141 5,937 0.1928 0.007

5 1,288 0.1227 0.007 0.1185 0.0071,227 1,779 0.1705 0.010

4 1,003 0.1009 0.009 0.0974 0.008953 1,384 0.1403 0.012

3 591 0.0753 0.009 0.0727 0.009559 813 0.1047 0.013

2 277 0.0476 0.009 0.0460 0.009266 384 0.0662 0.013

1 2,533 0.0197 0.007 0.0190 0.0062,475 3,541 0.0274 0.009

PORTICO: F100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)


Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 1,222 0.1370 0.005 0.1366 0.0051,199 1,712 0.1935 0.007

5 487 0.1216 0.007 0.1213 0.007495 695 0.1718 0.010

4 271 0.1002 0.008 0.1002 0.008277 388 0.1417 0.012

3 199 0.0749 0.009 0.0750 0.009206 287 0.1060 0.013

2 -13 0.0474 0.009 0.0474 0.00918 -22 0.0670 0.013

1 1,887 0.0195 0.006 0.0195 0.0061,838 2,634 0.0276 0.009

Página: 14





PORTICO: C100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)


Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 3,686 0.1442 0.006 0.1485 0.0063,717 5,235 0.2070 0.009

5 5,507 0.1262 0.008 0.1301 0.0085,584 7,843 0.1813 0.011

4 4,706 0.1035 0.009 0.1069 0.0094,987 6,857 0.1488 0.013

3 4,315 0.0772 0.009 0.0798 0.0104,614 6,317 0.1111 0.014

2 3,628 0.0487 0.010 0.0504 0.0103,853 5,293 0.0700 0.014

1 -2,455 0.0199 0.007 0.0205 0.007-2,851 -3,762 0.0286 0.010

PORTICO: C'100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)


Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 1,251 0.1429 0.005 0.1510 0.0061,277 1,788 0.2079 0.008

5 531 0.1269 0.007 0.1345 0.008589 793 0.1849 0.011

4 291 0.1047 0.009 0.1112 0.009324 435 0.1527 0.013

3 216 0.0782 0.010 0.0832 0.010246 328 0.1142 0.014

2 -6 0.0494 0.010 0.0525 0.01042 42 0.0721 0.014

1 1,898 0.0202 0.007 0.0214 0.0071,895 2,682 0.0294 0.010

PORTICO: D100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)


Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 8,181 0.1555 0.006 0.1785 0.0079,124 12,255 0.2368 0.009

5 2,322 0.1379 0.008 0.1587 0.0092,805 3,641 0.2103 0.012

4 1,992 0.1135 0.010 0.1311 0.0112,421 3,135 0.1734 0.015

3 1,095 0.0847 0.010 0.0979 0.0121,406 1,782 0.1295 0.016

2 559 0.0533 0.011 0.0616 0.012818 990 0.0815 0.016

1 656 0.0217 0.007 0.0249 0.008229 695 0.0330 0.011

PORTICO: E100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)


Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 2,247 0.1829 0.007 0.2288 0.0092,698 3,511 0.2929 0.011

5 686 0.1616 0.010 0.2028 0.012922 1,150 0.2593 0.015

4 525 0.1325 0.011 0.1669 0.014704 878 0.2131 0.018

3 317 0.0984 0.012 0.1243 0.016447 548 0.1585 0.020

2 104 0.0616 0.012 0.0777 0.016248 269 0.0992 0.020

1 1,663 0.0248 0.008 0.0310 0.0101,807 2,456 0.0397 0.013

Página: 15





PORTICO: E'100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)


Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 4,157 0.1873 0.007 0.2366 0.0095,057 6,547 0.3018 0.012

5 1,092 0.1653 0.010 0.2097 0.0121,482 1,840 0.2670 0.016

4 971 0.1355 0.012 0.1726 0.0151,316 1,636 0.2194 0.019

3 530 0.1006 0.013 0.1285 0.016772 937 0.1632 0.020

2 257 0.0629 0.013 0.0804 0.016461 527 0.1021 0.020

1 223 0.0253 0.008 0.0320 0.011-33 -225 0.0408 0.014

PORTICO: 1100% SISMO EN DIRECCION X 100% SISMO EN DIRECCION Y FDISE�O = CRITERIO A (Art.8.6)


Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 2,733 0.2007 0.008 0.3186 0.0124,225 5,032 0.3765 0.014

5 1,003 0.1774 0.011 0.2822 0.0171,672 1,950 0.3334 0.020

4 636 0.1458 0.013 0.2322 0.0201,042 1,221 0.2742 0.024

3 415 0.1082 0.014 0.1726 0.022699 813 0.2037 0.026

2 335 0.0672 0.014 0.1073 0.022621 705 0.1266 0.026

1 3,033 0.0262 0.009 0.0417 0.0144,633 5,538 0.0493 0.016



Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 2,334 0.1706 0.007 0.2622 0.0103,457 4,171 0.3128 0.012

5 845 0.1507 0.009 0.2324 0.0141,391 1,627 0.2770 0.016

4 534 0.1238 0.011 0.1913 0.016859 1,011 0.2278 0.020

3 347 0.0919 0.012 0.1422 0.018580 676 0.1693 0.021

2 280 0.0571 0.012 0.0885 0.018523 593 0.1053 0.021

1 2,611 0.0223 0.007 0.0344 0.0113,837 4,641 0.0410 0.014



Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 9,399 0.1515 0.006 0.2197 0.00912,735 15,828 0.2669 0.011

5 7,030 0.1331 0.008 0.1938 0.01210,565 12,690 0.2351 0.014

4 5,787 0.1088 0.009 0.1592 0.0148,889 10,607 0.1929 0.017

3 4,518 0.0807 0.010 0.1185 0.0157,109 8,424 0.1433 0.018

2 2,966 0.0502 0.010 0.0738 0.0154,739 5,591 0.0893 0.018

1 -3,493 0.0197 0.007 0.0288 0.010-5,691 -6,677 0.0349 0.012

Página: 16







Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 1,111 0.1368 0.006 0.1688 0.0071,244 1,668 0.2172 0.009

5 295 0.1193 0.008 0.1484 0.009449 537 0.1904 0.012

4 192 0.0968 0.009 0.1213 0.011264 326 0.1552 0.014

3 118 0.0711 0.009 0.0898 0.011191 224 0.1145 0.015

2 32 0.0439 0.009 0.0557 0.011141 144 0.0709 0.014

1 1,405 0.0172 0.006 0.0218 0.0071,653 2,169 0.0278 0.009



Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 6,676 0.1519 0.007 0.1567 0.0076,855 9,569 0.2182 0.010

5 4,398 0.1301 0.009 0.1343 0.0094,462 6,265 0.1870 0.013

4 3,632 0.1037 0.010 0.1072 0.0103,724 5,202 0.1492 0.014

3 2,815 0.0750 0.010 0.0777 0.0103,037 4,141 0.1080 0.014

2 2,171 0.0457 0.009 0.0476 0.0102,493 3,306 0.0660 0.013

1 -479 0.0180 0.006 0.0188 0.006-551 -730 0.0260 0.009



Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 1,864 0.1864 0.009 0.1854 0.0091,877 2,646 0.2629 0.013

5 197 0.1595 0.011 0.1585 0.011186 271 0.2249 0.015

4 210 0.1269 0.012 0.1259 0.012190 283 0.1788 0.017

3 60 0.0913 0.012 0.0906 0.01249 78 0.1286 0.017

2 -228 0.0554 0.011 0.0550 0.011-226 -321 0.0781 0.016

1 1,983 0.0219 0.007 0.0218 0.0072,009 2,823 0.0308 0.010



Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

FuerzaS�smica

Desplz. Lat.Total

DerivaLateral

6 3,988 0.2324 0.012 0.2443 0.0124,495 6,009 0.3372 0.017

5 6,335 0.1976 0.014 0.2074 0.0146,359 8,976 0.2865 0.020

4 4,817 0.1565 0.015 0.1641 0.0154,852 6,837 0.2268 0.021

3 4,172 0.1124 0.015 0.1179 0.0154,405 6,067 0.1629 0.021

2 3,547 0.0680 0.014 0.0715 0.0143,969 5,323 0.0987 0.020

1 -144 0.0267 0.009 0.0281 0.009-204 -250 0.0388 0.013

Página: 1

ANALISIS Y DISEÑO DE EDIFICIOS

Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0

PORTICO: A NIVEL: 1 VIGA: 1V-A(1-3)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@

******ENVOLVENTES****** ***ACEROS*** ESTRIBOS

( 1 )0.00 Area = 37.40 9,1380.00 6,933 -13,7000.90 7,0840.90 5,085 -6,4000.88 7,1200.88 5,127 -6,5131.33 6,1111.33 3,951 -3,6741.77 5,1021.77 2,751 -1,4942.21 -4,2282.21 1,351 02.65 -5,2371.77 2,507 -1,3413.09 -6,2461.33 3,647 -3,5533.54 -7,2550.88 4,846 -6,5083.52 -7,2190.90 4,806 -6,3924.42 -9,2730.00 6,589 -13,813

( 2 )0.00 Area = 37.40 5,7770.00 88 -4,5170.45 4,4200.45 505 -2,3170.89 3,4020.89 711 -6041.34 2,3831.34 1,156 01.78 1,3641.78 1,612 02.23 -1,8671.34 1,937 -2542.68 -2,8860.89 1,863 -1,0503.12 -3,9050.45 1,565 -2,3183.57 -5,0900.00 1,271 -4,288

( 3 )

Página: 2




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 9,9570.00 7,865 -15,5360.90 7,9020.90 5,606 -7,5000.88 7,9390.88 5,655 -7,6271.33 6,9301.33 4,193 -4,3411.77 5,9201.77 2,795 -1,8032.21 4,9112.21 1,259 02.65 -5,5841.77 2,841 -1,6203.09 -6,5931.33 4,342 -4,0343.54 -7,6020.88 5,790 -7,0773.52 -7,5650.90 5,738 -6,9554.42 -9,6200.00 8,159 -14,689

( 2 )0.00 Area = 37.40 5,6560.00 0 -3,8600.45 4,2980.45 238 -1,8220.89 3,0380.89 595 -3221.34 2,0191.34 1,245 01.78 1,0001.78 1,648 02.23 -1,6851.34 1,782 -1212.68 -2,7040.89 1,546 -8173.12 -3,8530.45 1,130 -2,0293.57 -5,2110.00 693 -3,918

( 3 )

Página: 3




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 10,0380.00 7,508 -15,6790.90 7,9830.90 5,388 -7,5690.88 8,0190.88 5,434 -7,6971.33 7,0101.33 4,040 -4,3761.77 6,0011.77 2,685 -1,7772.21 4,9922.21 1,277 02.65 -5,3581.77 2,913 -1,5683.09 -6,3671.33 4,450 -3,9133.54 -7,3760.88 5,832 -6,7873.52 -7,3390.90 5,780 -6,6694.42 -9,3940.00 8,209 -14,199

( 2 )0.00 Area = 37.40 5,6320.00 0 -3,5440.45 4,2730.45 0 -1,4320.89 2,9150.89 379 -691.34 1,7371.34 1,267 01.78 7181.78 1,659 02.23 -1,4401.34 1,669 -82.68 -2,5190.89 1,307 -5913.12 -3,8770.45 773 -1,6973.57 -5,2360.00 213 -3,476

( 3 )

Página: 4




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 9,8050.00 6,603 -15,1330.90 7,7500.90 4,847 -7,2330.88 7,7870.88 4,887 -7,3571.33 6,7781.33 3,672 -4,1381.77 5,7691.77 2,479 -1,6252.21 4,7602.21 1,295 02.65 -4,9011.77 2,842 -1,4003.09 -5,9101.33 4,276 -3,5663.54 -6,9190.88 5,480 -6,1853.52 -6,8820.90 5,433 -6,0754.42 -8,9370.00 7,605 -13,194

( 2 )0.00 Area = 37.40 5,6190.00 0 -3,5130.45 4,2600.45 0 -1,3090.89 2,9020.89 289 01.34 1,5431.34 1,281 01.78 4541.78 1,667 02.23 -1,1951.34 1,533 02.68 -2,5320.89 1,054 -3423.12 -3,8900.45 404 -1,3403.57 -5,2490.00 0 -3,010

( 3 )

Página: 5




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 9,3910.00 5,184 -14,2860.90 7,3360.90 3,985 -6,7590.88 7,3720.88 4,015 -6,8761.33 6,3631.33 3,074 -3,8411.77 5,3541.77 2,091 -1,4472.21 4,3452.21 1,192 02.65 -4,2191.77 2,590 -1,1773.09 -5,2281.33 3,841 -3,0693.54 -6,2370.88 4,815 -5,3683.52 -6,2010.90 4,776 -5,2694.42 -8,2550.00 6,519 -11,774

( 2 )0.00 Area = 37.40 5,5130.00 0 -3,3050.45 4,1550.45 0 -1,1480.89 2,7970.89 534 -711.34 1,4381.34 1,348 01.78 801.78 1,686 02.23 -1,2791.34 1,419 02.68 -2,6370.89 675 -483.12 -3,9950.45 0 -9753.57 -5,3540.00 0 -3,021

( 3 )

Página: 6




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 7,2240.00 2,321 -8,9790.90 5,1700.90 2,340 -3,4020.88 5,2060.88 2,348 -3,4851.33 4,1971.33 2,187 -1,5891.77 3,1881.77 1,925 -2762.21 2,1792.21 1,753 02.65 -3,1141.77 2,152 -4533.09 -4,1231.33 2,446 -1,7473.54 -5,1320.88 2,594 -3,5803.52 -5,0960.90 2,585 -3,4994.42 -7,1500.00 2,602 -9,009

( 2 )0.00 Area = 37.40 5,9220.00 0 -4,0440.45 4,5630.45 0 -1,9470.89 3,2050.89 573 -5401.34 1,8461.34 1,301 01.78 6291.78 1,677 02.23 -9161.34 1,592 02.68 -2,2290.89 900 03.12 -3,5870.45 0 -3973.57 -4,9460.00 0 -2,301

( 3 )

Página: 7



PORTICO: B' NIVEL: 1 VIGA: 1V-B'(1-7)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 10,5690.00 322 -8,6630.44 8,4280.44 1,379 -4,8920.88 6,2870.88 2,127 -1,9011.33 4,5161.33 3,234 -3571.77 2,9101.77 3,861 02.21 -1,5092.21 4,274 02.65 -3,1151.77 3,741 03.09 -4,7211.33 2,825 -2263.54 -6,5600.88 1,685 -1,8763.98 -8,7010.44 958 -5,0274.42 -10,8420.00 0 -8,888

( 2 )0.00 Area = 37.40 8,8690.00 1,406 -7,6710.45 7,1030.45 1,871 -4,1390.89 5,4820.89 2,138 -1,5191.34 3,8611.34 2,373 01.78 2,2401.78 2,666 02.23 -3,5281.34 2,753 -1282.68 -5,1490.89 2,667 -1,5923.12 -6,7700.45 2,340 -3,9243.57 -8,4250.00 1,954 -7,307

( 5 )0.00 Area = 37.40 6,4920.00 812 -9,0590.46 5,4330.46 1,368 -6,4500.92 4,4620.92 1,728 -4,2071.38 3,6681.38 1,893 -2,3311.85 2,8741.85 2,178 -1,1382.31 2,0802.31 2,231 -2732.77 1,2862.77 2,011 03.23 -1,8712.77 1,831 03.69 -2,6652.31 1,553 -2164.15 -3,4591.85 1,230 -1,2254.62 -4,2531.38 1,116 -3,0035.08 -5,1550.92 807 -5,1495.54 -6,2130.46 303 -7,6626.00 -7,2720.00 0 -10,541

( 6 )0.00 Area = 37.40 6,7640.00 647 -10,3330.46 5,7920.46 1,099 -7,4970.92 5,0030.92 1,359 -5,0231.38 4,2151.38 1,426 -2,9111.83 3,4261.83 1,344 -1,2032.29 2,6382.29 1,351 -1392.75 1,8492.75 1,504 03.21 -1,9552.29 1,925 -2333.67 -2,7431.83 2,230 -1,1294.13 -3,5321.38 2,188 -2,2324.58 -4,3210.92 2,287 -4,0325.04 -5,1090.46 2,194 -6,193

Página: 8



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


5.50 -5,8980.00 1,909 -8,715

( 7 )

Página: 9




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 10,7210.00 385 -9,1840.44 8,5800.44 1,422 -5,3160.88 6,4390.88 2,080 -2,1571.33 4,7381.33 3,167 -5151.77 3,1321.77 3,733 02.21 1,5262.21 4,213 02.65 -3,1081.77 3,747 03.09 -4,7141.33 2,991 -3063.54 -6,4070.88 1,900 -1,9283.98 -8,5480.44 1,247 -5,0764.42 -10,6890.00 216 -8,934

( 2 )0.00 Area = 37.40 8,6790.00 1,844 -7,6100.45 7,0580.45 2,202 -4,0980.89 5,4370.89 2,437 -1,5731.34 3,8151.34 2,526 -111.78 -2,2331.78 2,657 02.23 -3,8541.34 2,712 -2242.68 -5,4750.89 2,606 -1,7953.12 -7,0970.45 2,378 -4,3543.57 -8,7180.00 2,010 -7,882

( 5 )0.00 Area = 37.40 6,6570.00 496 -9,3640.46 5,5980.46 1,092 -6,7080.92 4,5630.92 1,493 -4,4191.38 3,7691.38 1,699 -2,4961.85 2,9751.85 1,943 -1,1742.31 2,1812.31 2,063 -2892.77 1,3872.77 1,927 03.23 -1,7252.77 1,823 03.69 -2,5192.31 1,621 -2064.15 -3,3131.85 1,345 -1,1744.62 -4,1071.38 1,200 -2,8345.08 -4,9900.92 911 -4,9135.54 -6,0490.46 427 -7,3586.00 -7,1070.00 0 -10,170

( 6 )0.00 Area = 37.40 6,5510.00 823 -9,8640.46 5,6040.46 1,250 -7,1150.92 4,8150.92 1,484 -4,7281.38 4,0271.38 1,525 -2,7011.83 3,2381.83 1,476 -1,1392.29 2,4492.29 1,424 -1282.75 1,6612.75 1,479 03.21 -2,0852.29 1,789 -2373.67 -2,8741.83 2,008 -1,1604.13 -3,6631.38 1,991 -2,3994.58 -4,4510.92 2,038 -4,2595.04 -5,2400.46 1,893 -6,480

Página: 10



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


5.50 -6,0660.00 1,555 -9,062

( 7 )

Página: 11




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 10,8030.00 180 -9,1690.44 8,6620.44 1,259 -5,3010.88 6,5210.88 1,959 -2,1421.33 4,7371.33 3,067 -4811.77 3,1321.77 3,712 02.21 1,5262.21 4,228 02.65 -2,9851.77 3,798 03.09 -4,5911.33 3,004 -2193.54 -6,3260.88 1,904 -1,7903.98 -8,4670.44 1,204 -4,8504.42 -10,6080.00 160 -8,654

( 2 )0.00 Area = 37.40 8,5190.00 1,715 -7,2630.45 6,8670.45 2,106 -3,8370.89 5,2450.89 2,409 -1,4321.34 3,6241.34 2,516 01.78 -2,1941.78 2,665 02.23 -3,8151.34 2,631 -1872.68 -5,4360.89 2,440 -1,7243.12 -7,0570.45 2,171 -4,2943.57 -8,7740.00 1,734 -7,805

( 5 )0.00 Area = 37.40 6,7150.00 221 -9,2770.46 5,6570.46 861 -6,6330.92 4,5980.92 1,304 -4,3551.38 3,7441.38 1,553 -2,4441.85 2,9501.85 1,820 -1,1142.31 2,1552.31 1,993 -2512.77 1,3612.77 1,926 03.23 -1,6122.77 1,849 03.69 -2,4062.31 1,614 -1384.15 -3,2001.85 1,326 -1,0634.62 -3,9941.38 1,132 -2,6435.08 -4,9310.92 822 -4,6695.54 -5,9900.46 316 -7,0626.00 -7,0490.00 0 -9,822

( 6 )0.00 Area = 37.40 6,4890.00 622 -9,4560.46 5,4580.46 1,083 -6,7740.92 4,6700.92 1,351 -4,4531.38 3,8811.38 1,427 -2,4941.83 3,0921.83 1,436 -1,0222.29 2,3042.29 1,407 -672.75 1,5152.75 1,489 03.21 -2,0332.29 1,730 -1993.67 -2,8211.83 1,882 -1,0874.13 -3,6101.38 1,824 -2,3194.58 -4,3990.92 1,815 -4,1555.04 -5,1870.46 1,613 -6,351

Página: 12



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


5.50 -6,1280.00 1,218 -8,910

( 7 )

Página: 13




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 10,8600.00 0 -8,8830.44 8,7190.44 929 -5,0680.88 6,5780.88 1,711 -1,9611.33 4,6191.33 2,889 -3411.77 3,0131.77 3,704 02.21 1,4072.21 4,245 02.65 -2,7811.77 3,840 03.09 -4,3871.33 2,923 -603.54 -6,2690.88 1,770 -1,5503.98 -8,4100.44 976 -4,4874.42 -10,5510.00 0 -8,200

( 2 )0.00 Area = 37.40 8,4510.00 1,318 -6,7180.45 6,5580.45 1,812 -3,4300.89 4,9370.89 2,241 -1,1861.34 3,3161.34 2,439 01.78 -1,9881.78 2,672 02.23 -3,6101.34 2,489 -722.68 -5,2310.89 2,160 -1,5073.12 -6,8520.45 1,784 -4,0043.57 -8,8420.00 1,220 -7,424

( 5 )0.00 Area = 37.40 6,7580.00 0 -8,9760.46 5,6990.46 492 -6,3750.92 4,6400.92 1,001 -4,1411.38 3,6501.38 1,315 -2,2731.85 2,8561.85 1,635 -9732.31 2,0622.31 1,880 -1602.77 1,2682.77 1,927 03.23 -1,4542.77 1,870 03.69 -2,2482.31 1,570 -474.15 -3,0431.85 1,239 -9064.62 -3,8371.38 973 -2,3925.08 -4,8890.92 614 -4,3465.54 -5,9470.46 58 -6,6676.00 -7,0060.00 0 -9,354

( 6 )0.00 Area = 37.40 6,4450.00 225 -8,9110.46 5,3940.46 754 -6,3200.92 4,4690.92 1,091 -4,0911.38 3,6811.38 1,235 -2,2241.83 2,8921.83 1,329 -8602.29 2,1032.29 1,362 02.75 1,3152.75 1,497 03.21 -1,8992.29 1,633 -1173.67 -2,6871.83 1,693 -9364.13 -3,4761.38 1,562 -2,1194.58 -4,2640.92 1,468 -3,8925.04 -5,1210.46 1,181 -6,028

Página: 14



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


5.50 -6,1720.00 702 -8,524

( 7 )

Página: 15




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 10,9600.00 0 -8,5280.44 8,8190.44 352 -4,7910.88 6,6780.88 1,263 -1,7631.33 4,5371.33 2,510 -1611.77 2,8351.77 3,575 02.21 1,2292.21 4,161 02.65 -2,4541.77 3,800 03.09 -4,0591.33 2,728 03.54 -6,1690.88 1,497 -1,2213.98 -8,3100.44 592 -3,9974.42 -10,4510.00 0 -7,565

( 2 )0.00 Area = 37.40 8,2600.00 782 -5,8120.45 6,0980.45 1,415 -2,7610.89 4,4060.89 2,036 -8071.34 2,7851.34 2,343 01.78 -1,7441.78 2,653 02.23 -3,3651.34 2,211 02.68 -4,9870.89 1,645 -1,2103.12 -6,8720.45 1,128 -3,6653.57 -9,0330.00 357 -6,975

( 5 )0.00 Area = 37.40 6,8680.00 0 -8,6660.46 5,8100.46 0 -6,1150.92 4,7510.92 467 -3,9311.38 3,6921.38 890 -2,1131.85 2,7481.85 1,256 -8002.31 1,9532.31 1,627 -552.77 1,1592.77 1,850 03.23 -1,1802.77 1,843 03.69 -1,9742.31 1,479 04.15 -2,7681.85 1,098 -6784.62 -3,7191.38 738 -2,0125.08 -4,7780.92 310 -3,8395.54 -5,8370.46 0 -6,0336.00 -6,8960.00 0 -8,593

( 6 )0.00 Area = 37.40 6,2890.00 0 -7,9390.46 5,2370.46 335 -5,5170.92 4,1860.92 758 -3,4571.38 3,3121.38 989 -1,7581.83 2,5241.83 1,211 -6052.29 1,7352.29 1,306 02.75 -9762.75 1,472 03.21 -1,7652.29 1,422 -173.67 -2,5531.83 1,314 -7504.13 -3,3421.38 1,097 -1,9294.58 -4,2250.92 860 -3,6425.04 -5,2770.46 429 -5,716

Página: 16



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


5.50 -6,3280.00 0 -8,151

( 7 )

Página: 17




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 10,6010.00 0 -6,9770.44 8,4600.44 87 -3,2670.88 6,3180.88 1,289 -7131.33 4,1771.33 2,820 01.77 2,1601.77 4,194 02.21 -7112.21 4,621 02.65 -2,3171.77 4,101 03.09 -4,3871.33 2,635 03.54 -6,5280.88 931 -6743.98 -8,6690.44 0 -3,3954.42 -10,8100.00 0 -7,440

( 2 )0.00 Area = 37.40 8,8360.00 0 -5,3480.45 6,6750.45 313 -2,3800.89 4,5130.89 1,184 -3791.34 2,5991.34 2,231 01.78 9781.78 2,798 02.23 -2,3151.34 2,400 02.68 -4,1340.89 1,611 -4173.12 -6,2950.45 690 -2,1723.57 -8,4570.00 0 -5,014

( 5 )0.00 Area = 37.40 6,3360.00 0 -6,4380.46 5,2780.46 0 -3,9390.92 4,2190.92 302 -2,1031.38 3,1601.38 840 -6831.85 2,1011.85 1,559 -62.31 1,1972.31 2,076 02.77 -4272.77 2,313 03.23 -1,2212.77 2,061 03.69 -2,1342.31 1,321 04.15 -3,1931.85 480 -3754.62 -4,2511.38 0 -1,8225.08 -5,3100.92 0 -3,8335.54 -6,3690.46 0 -6,5286.00 -7,4280.00 0 -9,712

( 6 )0.00 Area = 37.40 6,9340.00 0 -8,7220.46 5,8830.46 0 -5,7850.92 4,8310.92 0 -3,3301.38 3,7801.38 64 -1,6241.83 2,7291.83 483 -3272.29 1,7502.29 1,145 02.75 9622.75 1,673 03.21 -8122.29 1,719 03.67 -1,6001.83 1,484 -94.13 -2,5291.38 1,021 -6024.58 -3,5800.92 559 -1,7505.04 -4,6310.46 32 -3,387

Página: 18



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


5.50 -5,6830.00 0 -5,385

( 7 )

Página: 19



PORTICO: F NIVEL: 1 VIGA: 1V-F(5-7)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 5 )0.00 Area = 37.40 14,3080.00 0 -13,4460.46 12,0730.46 0 -7,3580.92 9,8370.92 574 -3,2221.38 7,6011.38 2,467 -4861.85 5,3651.85 4,714 02.31 3,1302.31 6,675 02.77 1,3642.77 7,603 03.23 -1,7002.77 7,500 03.69 -3,5772.31 6,365 04.15 -5,8131.85 4,198 04.62 -8,0491.38 1,815 -6665.08 -10,2850.92 93 -3,8105.54 -12,5200.46 0 -8,4956.00 -14,7560.00 0 -14,789

( 6 )0.00 Area = 37.40 13,1290.00 0 -11,9000.44 10,9900.44 0 -6,8130.88 8,8500.88 618 -3,1391.33 6,7111.33 2,040 -6101.77 4,5711.77 3,735 02.21 2,7012.21 5,282 02.65 1,0972.65 5,883 03.09 -2,2632.21 5,540 03.53 -3,9871.77 4,252 03.98 -6,1261.33 2,731 -4104.42 -8,2650.88 1,141 -2,4754.86 -10,4050.44 0 -5,9545.30 -12,5440.00 0 -10,351

( 7 )

Página: 20




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 5 )0.00 Area = 37.40 14,4230.00 0 -13,8740.46 12,1870.46 0 -7,7340.92 9,9510.92 458 -3,4771.38 7,7151.38 2,271 -6021.85 5,4801.85 4,497 02.31 3,2442.31 6,510 02.77 1,4612.77 7,491 03.23 -1,6262.77 7,441 03.69 -3,4632.31 6,359 04.15 -5,6991.85 4,244 04.62 -7,9341.38 1,919 -6565.08 -10,1700.92 189 -3,7315.54 -12,4060.46 0 -8,2906.00 -14,6420.00 0 -14,531

( 6 )0.00 Area = 37.40 12,9600.00 0 -11,4920.44 10,8200.44 0 -6,6040.88 8,6810.88 757 -2,9811.33 6,5421.33 2,207 -5661.77 4,4021.77 3,844 02.21 2,5882.21 5,316 02.65 9832.65 5,843 03.09 -2,4032.21 5,425 03.53 -4,1561.77 4,062 03.98 -6,2951.33 2,540 -5234.42 -8,4350.88 1,018 -2,7424.86 -10,5740.44 0 -6,2845.30 -12,7140.00 0 -10,839

( 7 )

Página: 21




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 5 )0.00 Area = 37.40 14,4630.00 0 -13,9810.46 12,2280.46 0 -7,8220.92 9,9920.92 361 -3,4601.38 7,7561.38 2,180 -5691.85 5,5201.85 4,465 02.31 3,2852.31 6,497 02.77 1,4592.77 7,497 03.23 -1,5622.77 7,465 03.69 -3,4222.31 6,402 04.15 -5,6581.85 4,306 04.62 -7,8941.38 1,926 -5705.08 -10,1300.92 160 -3,5885.54 -12,3650.46 0 -8,1726.00 -14,6010.00 0 -14,395

( 6 )0.00 Area = 37.40 12,9120.00 0 -11,3570.44 10,7730.44 0 -6,4210.88 8,6330.88 715 -2,8331.33 6,4941.33 2,202 -4781.77 4,3541.77 3,895 02.21 2,5082.21 5,346 02.65 9032.65 5,851 03.09 -2,3952.21 5,412 03.53 -4,2041.77 4,028 03.98 -6,3431.33 2,440 -4864.42 -8,4830.88 910 -2,7214.86 -10,6220.44 0 -6,2595.30 -12,7610.00 0 -10,958

( 7 )

Página: 22




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 5 )0.00 Area = 37.40 14,4900.00 0 -14,0430.46 12,2540.46 0 -7,8710.92 10,0180.92 177 -3,3181.38 7,7831.38 2,029 -4461.85 5,5471.85 4,453 02.31 3,3112.31 6,497 02.77 1,3992.77 7,509 03.23 -1,4632.77 7,490 03.69 -3,3962.31 6,438 04.15 -5,6321.85 4,355 04.62 -7,8671.38 1,848 -4225.08 -10,1030.92 29 -3,3725.54 -12,3390.46 0 -8,0866.00 -14,5740.00 0 -14,297

( 6 )0.00 Area = 37.40 12,8820.00 0 -11,2690.44 10,7420.44 0 -6,1440.88 8,6030.88 564 -2,6111.33 6,4631.33 2,107 -3281.77 4,3241.77 3,929 02.21 2,3832.21 5,367 02.65 7782.65 5,859 03.09 -2,3152.21 5,407 03.53 -4,2341.77 4,009 03.98 -6,3731.33 2,276 -3594.42 -8,5130.88 707 -2,5704.86 -10,6520.44 0 -6,0735.30 -12,7920.00 0 -11,030

( 7 )

Página: 23




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 5 )0.00 Area = 37.40 14,5820.00 0 -14,4310.46 12,3460.46 0 -8,2170.92 10,1100.92 0 -3,2721.38 7,8741.38 1,618 -3341.85 5,6391.85 4,234 02.31 3,4032.31 6,321 02.77 1,3432.77 7,376 03.23 -1,2692.77 7,398 03.69 -3,3042.31 6,389 04.15 -5,5401.85 4,349 04.62 -7,7751.38 1,686 -2195.08 -10,0110.92 0 -3,0675.54 -12,2470.46 0 -7,9656.00 -14,4830.00 0 -14,134

( 6 )0.00 Area = 37.40 12,7320.00 0 -10,9240.44 10,5930.44 0 -5,7730.88 8,4530.88 381 -2,1821.33 6,3141.33 2,020 -711.77 4,1741.77 4,010 02.21 2,1112.21 5,381 02.65 -6632.65 5,808 03.09 -2,2682.21 5,289 03.53 -4,3841.77 3,825 03.98 -6,5231.33 1,864 -2344.42 -8,6620.88 285 -2,5124.86 -10,8020.44 0 -6,2355.30 -12,9410.00 0 -11,478

( 7 )

Página: 24




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 5 )0.00 Area = 37.40 14,1650.00 0 -12,5730.46 11,9290.46 0 -6,5510.92 9,6930.92 17 -1,8131.38 7,4571.38 2,396 01.85 5,2221.85 5,322 02.31 2,9862.31 7,216 02.77 8532.77 8,079 03.23 -1,4852.77 7,909 03.69 -3,7212.31 6,707 04.15 -5,9571.85 4,474 04.62 -8,1931.38 1,337 05.08 -10,4280.92 0 -3,0885.54 -12,6640.46 0 -8,4176.00 -14,9000.00 0 -14,778

( 6 )0.00 Area = 37.40 13,2990.00 0 -12,1100.44 11,1600.44 0 -6,7090.88 9,0210.88 0 -2,2801.33 6,8811.33 1,378 01.77 4,7421.77 3,826 02.21 2,6022.21 5,448 02.65 7042.65 6,125 03.09 -1,6772.21 5,856 03.53 -3,8161.77 4,643 03.98 -5,9561.33 2,486 04.42 -8,0950.88 423 -1,1334.86 -10,2340.44 0 -4,6655.30 -12,3740.00 0 -9,658

( 7 )

Página: 25



PORTICO: C NIVEL: 1 VIGA: 1V-C(0-2)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -1,0500.22 0 -1140.43 -2,0990.43 0 -4550.65 -3,1490.65 0 -1,0230.87 -4,1980.43 0 -1,8191.08 -5,2480.22 0 -2,8431.30 -6,2970.00 0 -4,093

( 1 )0.00 Area = 37.40 10,8980.00 0 -8,4280.44 8,7570.44 514 -4,6790.88 6,6160.88 1,382 -1,6411.33 4,4751.33 2,652 -911.77 2,8611.77 3,732 02.21 1,2552.21 4,290 02.65 -2,5711.77 3,902 03.09 -4,1771.33 2,908 03.54 -6,2300.88 1,688 -1,3573.98 -8,3710.44 787 -4,1684.42 -10,5120.00 0 -7,788

( 2 )

Página: 26




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -1,0500.22 0 -1140.43 -2,0990.43 0 -4550.65 -3,1490.65 0 -1,0230.87 -4,1980.43 0 -1,8191.08 -5,2480.22 0 -2,8431.30 -6,2970.00 0 -4,093

( 1 )0.00 Area = 37.40 10,8650.00 0 -7,9430.44 8,7240.44 281 -4,2780.88 6,5830.88 1,216 -1,3231.33 4,4421.33 2,593 01.77 2,6711.77 3,834 02.21 1,0652.21 4,378 02.65 -2,4311.77 3,975 03.09 -4,1221.33 2,805 03.54 -6,2630.88 1,502 -1,1213.98 -8,4040.44 507 -3,8544.42 -10,5450.00 0 -7,413

( 2 )

Página: 27




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -1,0500.22 0 -1140.43 -2,0990.43 0 -4550.65 -3,1490.65 0 -1,0230.87 -4,1980.43 0 -1,8191.08 -5,2480.22 0 -2,8431.30 -6,2970.00 0 -4,093

( 1 )0.00 Area = 37.40 9770.00 1,360 -2,2540.44 9620.44 1,076 -1,8250.88 9470.88 789 -1,4031.33 9331.33 498 -9881.77 9181.77 204 -5792.21 9042.21 0 -2352.65 8891.77 273 -4483.09 8741.33 637 -7273.54 8600.88 997 -1,0123.98 8450.44 1,370 -1,3194.42 8310.00 1,740 -1,633

( 2 )

Página: 28




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -100.22 0 -10.43 -190.43 0 -40.65 -290.65 0 -90.87 -380.43 0 -171.08 -480.22 0 -261.30 -570.00 0 -37

( 1 )0.00 Area = 37.40 5950.00 1,241 -1,1770.44 5810.44 1,021 -9270.88 5660.88 795 -6801.33 5521.33 562 -4361.77 -5491.77 323 -1962.21 -5632.21 103 02.65 -5781.77 305 -2053.09 -5921.33 526 -4553.54 -6070.88 741 -7083.98 -6220.44 954 -9704.42 -6360.00 1,174 -1,248

( 2 )

Página: 29




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -100.22 0 -10.43 -190.43 0 -40.65 -290.65 0 -90.87 -380.43 0 -171.08 -480.22 0 -261.30 -570.00 0 -37

( 1 )0.00 Area = 37.40 3680.00 604 -7150.44 3530.44 492 -5550.88 3390.88 376 -4021.33 3241.33 258 -2561.77 3091.77 141 -1222.21 2952.21 24 02.65 -3011.77 145 -1203.09 -3161.33 265 -2523.54 -3300.88 382 -3913.98 -3450.44 500 -5404.42 -3590.00 614 -696

( 2 )

Página: 30




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -100.22 0 -10.43 -190.43 0 -40.65 -290.65 0 -90.87 -380.43 0 -171.08 -480.22 0 -261.30 -570.00 0 -37

( 1 )0.00 Area = 37.40 1850.00 218 -2920.44 1700.44 185 -2130.88 1550.88 151 -1441.33 1411.33 119 -861.77 1261.77 81 -322.21 1122.21 48 02.65 -1231.77 82 -313.09 -1381.33 122 -853.54 -1530.88 155 -1423.98 -1670.44 188 -2084.42 -1820.00 221 -285

( 2 )

Página: 31



PORTICO: C' NIVEL: 1 VIGA: 1V-C'(3-5)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 6,3290.00 487 -6,4930.44 5,2500.44 1,090 -4,1550.88 4,1700.88 1,503 -2,1761.33 3,2681.33 2,081 -9101.77 2,4581.77 2,507 -402.21 1,6492.21 2,795 02.65 -1,0602.65 2,968 03.09 -1,8702.21 2,665 03.53 -2,6791.77 2,193 -263.98 -3,4891.33 1,669 -9484.42 -4,4650.88 1,176 -2,4484.86 -5,5450.44 711 -4,5255.30 -6,6240.00 55 -6,960

( 4 )0.00 Area = 37.40 7,4450.00 0 -7,7890.46 6,3170.46 132 -5,0610.92 5,1890.92 848 -2,7231.38 4,0611.38 1,531 -9521.85 2,9501.85 2,395 02.31 2,1042.31 3,211 02.77 1,2582.77 3,784 03.23 -1,0892.77 3,836 03.69 -1,9352.31 3,368 04.15 -2,7811.85 2,709 04.62 -3,8351.38 1,923 -9245.08 -4,9630.92 1,154 -2,4895.54 -6,0910.46 480 -4,7496.00 -7,2190.00 0 -7,399

( 5 )

Página: 32




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 6,4150.00 432 -6,7220.44 5,3350.44 1,042 -4,3470.88 4,2560.88 1,460 -2,3301.33 3,3531.33 1,998 -9801.77 2,5431.77 2,442 -852.21 1,7342.21 2,737 02.65 -1,0172.65 2,948 03.09 -1,8272.21 2,682 03.53 -2,6361.77 2,264 -343.98 -3,4461.33 1,778 -9504.42 -4,3800.88 1,277 -2,3994.86 -5,4590.44 836 -4,4575.30 -6,5390.00 205 -6,873

( 4 )0.00 Area = 37.40 7,3870.00 0 -7,7550.46 6,2590.46 229 -5,0390.92 5,1310.92 926 -2,7131.38 4,0031.38 1,609 -9711.85 2,9251.85 2,445 02.31 2,0792.31 3,208 02.77 1,2322.77 3,754 03.23 -1,1502.77 3,780 03.69 -1,9962.31 3,285 04.15 -2,8421.85 2,636 -264.62 -3,8931.38 1,838 -9955.08 -5,0210.92 1,113 -2,6365.54 -6,1490.46 436 -4,9246.00 -7,2770.00 0 -7,602

( 5 )

Página: 33




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 6,4390.00 265 -6,6230.44 5,3590.44 903 -4,2650.88 4,2800.88 1,349 -2,2631.33 3,3171.33 1,905 -9191.77 2,5071.77 2,382 -442.21 1,6982.21 2,731 02.65 -9452.65 2,952 03.09 -1,7552.21 2,697 03.53 -2,5641.77 2,236 03.98 -3,3741.33 1,734 -8644.42 -4,3560.88 1,200 -2,2694.86 -5,4350.44 740 -4,2955.30 -6,5150.00 90 -6,679

( 4 )0.00 Area = 37.40 7,3670.00 0 -7,5820.46 6,2390.46 150 -4,8920.92 5,1110.92 862 -2,5921.38 3,9831.38 1,574 -8901.85 2,8691.85 2,422 02.31 2,0232.31 3,230 02.77 1,1772.77 3,767 03.23 -1,1242.77 3,783 03.69 -1,9702.31 3,278 04.15 -2,8161.85 2,576 04.62 -3,9131.38 1,753 -9405.08 -5,0410.92 1,014 -2,5785.54 -6,1690.46 315 -4,8546.00 -7,2970.00 0 -7,520

( 5 )

Página: 34




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 6,4540.00 0 -6,3380.44 5,3750.44 630 -4,0260.88 4,2950.88 1,130 -2,0711.33 3,2161.33 1,734 -7671.77 2,4031.77 2,267 02.21 1,5932.21 2,728 02.65 -8182.65 2,956 03.09 -1,6272.21 2,708 03.53 -2,4371.77 2,152 03.98 -3,2611.33 1,604 -7064.42 -4,3410.88 1,013 -2,0464.86 -5,4200.44 504 -4,0165.30 -6,4990.00 0 -6,344

( 4 )0.00 Area = 37.40 7,3530.00 0 -7,2800.46 6,2250.46 0 -4,6360.92 5,0970.92 695 -2,3821.38 3,9691.38 1,457 -7381.85 2,8411.85 2,342 02.31 1,9222.31 3,248 02.77 1,0762.77 3,779 03.23 -1,0442.77 3,789 03.69 -1,8902.31 3,278 04.15 -2,7991.85 2,462 04.62 -3,9271.38 1,593 -7945.08 -5,0550.92 815 -2,3995.54 -6,1830.46 72 -4,6396.00 -7,3110.00 0 -7,268

( 5 )

Página: 35




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 6,5300.00 0 -6,0210.44 5,4500.44 144 -3,7620.88 4,3710.88 737 -1,8601.33 3,2911.33 1,389 -5671.77 2,2811.77 2,025 02.21 1,4722.21 2,669 02.65 6622.65 2,930 03.09 -1,3932.21 2,715 03.53 -2,2021.77 2,040 03.98 -3,1861.33 1,438 -4554.42 -4,2650.88 756 -1,6654.86 -5,3440.44 182 -3,5325.30 -6,4240.00 0 -5,756

( 4 )0.00 Area = 37.40 7,3070.00 0 -7,1310.46 6,1790.46 0 -4,2500.92 5,0510.92 435 -2,0761.38 3,9231.38 1,259 -5191.85 2,7951.85 2,194 02.31 1,7482.31 3,224 02.77 9022.77 3,733 03.23 -9392.77 3,721 03.69 -1,7852.31 3,189 04.15 -2,8451.85 2,204 04.62 -3,9731.38 1,253 -6065.08 -5,1010.92 448 -2,2095.54 -6,2290.46 0 -4,4006.00 -7,3570.00 0 -7,281

( 5 )

Página: 36




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 6,2430.00 0 -4,8730.44 5,1640.44 0 -2,6390.88 4,0840.88 582 -9411.33 3,0051.33 1,481 -391.77 1,9251.77 2,343 02.21 1,0112.21 2,955 02.65 -5522.65 3,090 03.09 -1,3612.21 2,749 03.53 -2,3921.77 1,930 03.98 -3,4721.33 934 -2034.42 -4,5510.88 169 -1,4764.86 -5,6310.44 0 -3,3855.30 -6,7100.00 0 -6,110

( 4 )0.00 Area = 37.40 7,5180.00 0 -7,4560.46 6,3900.46 0 -4,2470.92 5,2620.92 0 -1,7651.38 4,1341.38 912 -2111.85 3,0061.85 2,257 02.31 1,8772.31 3,384 02.77 8692.77 3,990 03.23 -5912.77 4,076 03.69 -1,5072.31 3,641 04.15 -2,6351.85 2,685 04.62 -3,7631.38 1,443 -525.08 -4,8910.92 362 -1,2685.54 -6,0190.46 0 -3,3056.00 -7,1470.00 0 -6,344

( 5 )

Página: 37



PORTICO: D NIVEL: 1 VIGA: 1V-D(0-7)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -5300.22 0 -570.43 -1,0590.43 0 -2290.65 -1,5890.65 0 -5160.87 -2,1180.43 0 -9181.08 -2,6480.22 0 -1,4341.30 -3,1770.00 0 -2,065

( 1 )0.00 Area = 37.40 10,6720.00 320 -8,9900.44 8,5310.44 1,372 -5,1610.88 6,3900.88 2,046 -2,0431.33 4,6481.33 3,164 -4571.77 3,0421.77 3,759 02.21 -1,4852.21 4,218 02.65 -3,0911.77 3,730 03.09 -4,6971.33 2,906 -2663.54 -6,4560.88 1,796 -1,8933.98 -8,5970.44 1,111 -5,0344.42 -10,7380.00 48 -8,884

( 2 )0.00 Area = 37.40 8,4710.00 1,303 -7,2990.45 6,5620.45 1,805 -4,0090.89 4,9400.89 2,068 -1,5881.34 3,3191.34 2,278 -2251.78 -1,9611.78 2,190 02.23 -3,5821.34 1,916 -422.68 -5,2040.89 1,588 -1,4693.12 -6,8250.45 1,373 -4,1173.57 -8,8220.00 807 -7,524

( 3 )0.00 Area = 37.40 12,1070.00 1,376 -15,6660.44 9,9680.44 2,278 -10,9620.88 8,2430.88 2,802 -6,9671.33 6,6391.33 2,948 -3,6801.77 5,0341.77 3,208 -1,5942.21 3,4302.21 2,982 -1082.65 -2,9192.65 2,649 03.09 -4,5242.21 2,379 -2463.53 -6,1291.77 2,122 -1,9903.98 -7,7331.33 2,055 -5,0114.42 -9,3380.88 1,651 -8,7804.86 -11,4270.44 869 -13,2595.30 -13,5660.00 0 -18,446

( 4 )0.00 Area = 37.40 14,7980.00 0 -18,7320.46 12,5620.46 0 -13,2670.92 10,3260.92 385 -8,5761.38 8,0911.38 1,356 -4,6591.85 5,9721.85 2,034 -1,636

Página: 38



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.31 4,2962.31 2,944 -322.77 2,6192.77 3,687 03.23 -2,2202.77 3,809 03.69 -3,8972.31 3,319 04.15 -5,5741.85 2,593 -1,4914.62 -7,5591.38 1,798 -4,1155.08 -9,7950.92 926 -7,8485.54 -12,0310.46 0 -12,3566.00 -14,2670.00 0 -17,637

( 5 )0.00 Area = 37.40 7,7200.00 496 -12,6940.46 6,5920.46 1,097 -9,4970.92 5,6570.92 1,491 -6,6911.38 4,8111.38 1,676 -4,2751.85 3,9651.85 1,653 -2,2502.31 3,1192.31 1,666 -8612.77 2,2732.77 1,471 03.23 -1,6912.77 1,579 03.69 -2,5372.31 1,946 -5234.15 -3,3831.85 2,019 -1,5874.62 -4,2291.38 2,054 -3,2135.08 -5,0750.92 2,012 -5,3605.54 -5,9210.46 1,762 -7,8986.00 -6,9440.00 1,303 -10,826

( 6 )0.00 Area = 37.40 7,7940.00 3,268 -12,9090.44 6,9850.44 3,270 -9,6460.88 6,1750.88 3,082 -6,7391.33 5,3651.33 2,703 -4,1911.77 4,5561.77 2,174 -2,0412.21 3,7462.21 1,740 -5342.65 2,9372.65 1,505 03.09 -3,0062.21 2,428 -7203.53 -3,8161.77 3,188 -2,0533.98 -4,6261.33 3,591 -3,5764.42 -5,4350.88 4,140 -5,7934.86 -6,2450.44 4,503 -8,3725.30 -7,0540.00 4,675 -11,309

( 7 )

Página: 39




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -5300.22 0 -570.43 -1,0590.43 0 -2290.65 -1,5890.65 0 -5160.87 -2,1180.43 0 -9181.08 -2,6480.22 0 -1,4341.30 -3,1770.00 0 -2,065

( 1 )0.00 Area = 37.40 10,7440.00 367 -9,2920.44 8,6030.44 1,402 -5,4100.88 6,4620.88 2,058 -2,2381.33 4,7681.33 3,116 -5551.77 3,1621.77 3,664 02.21 1,5562.21 4,154 02.65 -3,1041.77 3,698 03.09 -4,7101.33 2,976 -3363.54 -6,3840.88 1,908 -1,9703.98 -8,5260.44 1,265 -5,1164.42 -10,6670.00 244 -8,972

( 2 )0.00 Area = 37.40 8,5110.00 1,557 -7,5620.45 6,7370.45 2,002 -4,1930.89 5,1160.89 2,216 -1,7041.34 3,4951.34 2,374 -2681.78 -2,0781.78 2,253 02.23 -3,6991.34 2,045 -792.68 -5,3200.89 1,796 -1,5633.12 -6,9410.45 1,618 -4,2283.57 -8,7830.00 1,125 -7,688

( 3 )0.00 Area = 37.40 12,3670.00 1,667 -16,7710.44 10,2600.44 2,520 -11,8850.88 8,6550.88 2,994 -7,7081.33 7,0511.33 3,090 -4,2391.77 5,4461.77 3,212 -1,8842.21 3,8412.21 2,976 -2562.65 -2,9422.65 2,630 03.09 -4,5472.21 2,547 -3053.53 -6,1511.77 2,472 -2,0993.98 -7,7561.33 2,474 -5,0564.42 -9,3600.88 2,212 -8,8364.86 -11,1670.44 1,572 -13,3245.30 -13,3070.00 553 -18,522

( 4 )0.00 Area = 37.40 14,7000.00 0 -18,9940.46 12,4640.46 0 -13,4940.92 10,2280.92 773 -8,7681.38 7,9931.38 1,655 -4,8151.85 6,0491.85 2,275 -1,785

Página: 40



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.31 4,3722.31 3,081 -1302.77 2,6952.77 3,676 03.23 -2,4442.77 3,753 03.69 -4,1212.31 3,339 -1214.15 -5,7971.85 2,649 -1,7154.62 -7,6571.38 1,956 -4,4935.08 -9,8930.92 1,135 -8,3295.54 -12,1290.46 0 -12,9406.00 -14,3650.00 0 -18,324

( 5 )0.00 Area = 37.40 7,6430.00 1,077 -12,9450.46 6,6050.46 1,591 -9,7020.92 5,7590.92 1,897 -6,8481.38 4,9131.38 1,994 -4,3861.85 4,0671.85 1,883 -2,3132.31 3,2212.31 1,847 -9152.77 2,3752.77 1,552 03.23 -1,9082.77 1,618 03.69 -2,7542.31 2,071 -6444.15 -3,6001.85 2,191 -1,7964.62 -4,4461.38 2,297 -3,5325.08 -5,2920.92 2,314 -5,7805.54 -6,1380.46 2,124 -8,4186.00 -7,0210.00 1,725 -11,446

( 6 )0.00 Area = 37.40 7,8710.00 3,834 -13,1780.44 7,0620.44 3,740 -9,8810.88 6,2520.88 3,456 -6,9411.33 5,4421.33 2,981 -4,3581.77 4,6331.77 2,370 -2,1892.21 3,8232.21 1,821 -6292.65 3,0142.65 1,439 03.09 -3,2672.21 2,396 -8273.53 -4,0761.77 3,191 -2,2553.98 -4,8861.33 3,703 -3,9494.42 -5,6950.88 4,309 -6,2864.86 -6,5050.44 4,725 -8,9805.30 -7,3140.00 4,949 -12,032

( 7 )

Página: 41




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -5300.22 0 -570.43 -1,0590.43 0 -2290.65 -1,5890.65 0 -5160.87 -2,1180.43 0 -9181.08 -2,6480.22 0 -1,4341.30 -3,1770.00 0 -2,065

( 1 )0.00 Area = 37.40 10,7950.00 114 -9,1610.44 8,6540.44 1,200 -5,3040.88 6,5130.88 1,907 -2,1551.33 4,7141.33 3,001 -4831.77 3,1081.77 3,649 02.21 1,5022.21 4,162 02.65 -2,9731.77 3,728 03.09 -4,5791.33 2,939 -2383.54 -6,3330.88 1,828 -1,8023.98 -8,4740.44 1,145 -4,8834.42 -10,6150.00 92 -8,681

( 2 )0.00 Area = 37.40 8,5430.00 1,326 -7,4160.45 6,6540.45 1,825 -4,0850.89 5,0330.89 2,077 -1,6181.34 3,4111.34 2,294 -2241.78 -1,9451.78 2,237 02.23 -3,5671.34 2,004 -402.68 -5,1880.89 1,717 -1,4703.12 -6,8090.45 1,493 -4,0723.57 -8,7500.00 957 -7,473

( 3 )0.00 Area = 37.40 12,4570.00 1,158 -16,5300.44 10,3180.44 2,095 -11,6830.88 8,5680.88 2,654 -7,5441.33 6,9631.33 2,835 -4,1151.77 5,3591.77 3,017 -1,7722.21 3,7542.21 2,879 -1972.65 -2,7182.65 2,637 03.09 -4,3232.21 2,517 -2213.53 -5,9271.77 2,404 -1,9303.98 -7,5321.33 2,322 -4,7584.42 -9,1370.88 2,007 -8,4394.86 -11,0770.44 1,314 -12,8295.30 -13,2160.00 244 -17,927

( 4 )0.00 Area = 37.40 14,6680.00 0 -18,6590.46 12,4330.46 0 -13,2090.92 10,1970.92 630 -8,5331.38 7,9611.38 1,546 -4,6301.85 5,9401.85 2,217 -1,669

Página: 42



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.31 4,2632.31 3,052 -592.77 2,5862.77 3,698 03.23 -2,3822.77 3,761 03.69 -4,0592.31 3,273 -624.15 -5,7361.85 2,532 -1,6224.62 -7,6891.38 1,801 -4,3805.08 -9,9250.92 935 -8,1885.54 -12,1600.46 0 -12,7706.00 -14,3960.00 0 -18,126

( 5 )0.00 Area = 37.40 7,6060.00 871 -12,6180.46 6,4950.46 1,415 -9,4250.92 5,6490.92 1,752 -6,6221.38 4,8031.38 1,880 -4,2101.85 3,9571.85 1,799 -2,1882.31 3,1112.31 1,801 -8482.77 2,2652.77 1,531 03.23 -1,8552.77 1,602 03.69 -2,7012.31 1,993 -6044.15 -3,5471.85 2,063 -1,7264.62 -4,3931.38 2,141 -3,4555.08 -5,2390.92 2,114 -5,6785.54 -6,0850.46 1,879 -8,2916.00 -7,0590.00 1,436 -11,295

( 6 )0.00 Area = 37.40 7,6390.00 3,456 -12,5630.44 6,8290.44 3,427 -9,3680.88 6,0200.88 3,206 -6,5311.33 5,2101.33 2,795 -4,0511.77 4,4001.77 2,274 -2,0092.21 3,5912.21 1,778 -5402.65 2,7812.65 1,444 03.09 -3,1482.21 2,293 -7563.53 -3,9581.77 2,985 -2,1213.98 -4,7671.33 3,428 -3,7844.42 -5,5770.88 3,943 -6,0694.86 -6,3870.44 4,268 -8,7115.30 -7,1960.00 4,402 -11,710

( 7 )

Página: 43




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -5300.22 0 -570.43 -1,0590.43 0 -2290.65 -1,5890.65 0 -5160.87 -2,1180.43 0 -9181.08 -2,6480.22 0 -1,4341.30 -3,1770.00 0 -2,065

( 1 )0.00 Area = 37.40 10,8340.00 0 -8,8100.44 8,6930.44 850 -5,0190.88 6,5520.88 1,643 -1,9371.33 4,5631.33 2,816 -3241.77 2,9571.77 3,643 02.21 1,3522.21 4,173 02.65 -2,7651.77 3,757 03.09 -4,3701.33 2,824 -713.54 -6,2950.88 1,647 -1,5493.98 -8,4360.44 870 -4,5164.42 -10,5770.00 0 -8,222

( 2 )0.00 Area = 37.40 8,5730.00 886 -7,0550.45 6,4530.45 1,489 -3,8140.89 4,8310.89 1,832 -1,4211.34 3,2101.34 2,158 -1221.78 -1,7001.78 2,220 02.23 -3,3211.34 1,916 02.68 -4,9420.89 1,540 -1,2813.12 -6,5640.45 1,217 -3,7703.57 -8,7210.00 587 -7,061

( 3 )0.00 Area = 37.40 12,5230.00 268 -15,8350.44 10,3840.44 1,353 -11,1020.88 8,3090.88 2,059 -7,0781.33 6,7051.33 2,388 -3,7621.77 5,1001.77 2,699 -1,5152.21 3,4962.21 2,719 -652.65 -2,3612.65 2,642 03.09 -3,9652.21 2,413 -773.53 -5,5701.77 2,186 -1,6393.98 -7,1751.33 1,958 -4,2874.42 -8,8710.88 1,519 -7,8104.86 -11,0110.44 701 -12,0425.30 -13,1500.00 0 -16,982

( 4 )0.00 Area = 37.40 14,6450.00 0 -18,2660.46 12,4090.46 0 -12,6690.92 10,1740.92 258 -8,0911.38 7,9381.38 1,259 -4,2861.85 5,7281.85 2,029 -1,436

Página: 44



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.31 4,0522.31 2,946 02.77 2,3752.77 3,716 03.23 -2,2062.77 3,768 03.69 -3,8822.31 3,129 04.15 -5,5591.85 2,291 -1,3984.62 -7,7121.38 1,472 -4,0795.08 -9,9480.92 512 -7,8055.54 -12,1830.46 0 -12,3066.00 -14,4190.00 0 -17,589

( 5 )0.00 Area = 37.40 7,5720.00 329 -11,9730.46 6,4440.46 955 -8,8790.92 5,4340.92 1,373 -6,1751.38 4,5881.38 1,582 -3,8621.85 3,7421.85 1,584 -1,9402.31 2,8962.31 1,671 -7032.77 2,0502.77 1,477 03.23 -1,6902.77 1,585 03.69 -2,5362.31 1,846 -4944.15 -3,3821.85 1,816 -1,5344.62 -4,2281.38 1,818 -3,2055.08 -5,0740.92 1,697 -5,3515.54 -5,9640.46 1,368 -7,8886.00 -7,0920.00 831 -10,816

( 6 )0.00 Area = 37.40 7,2500.00 2,635 -11,5430.44 6,4410.44 2,746 -8,5200.88 5,6310.88 2,666 -5,8541.33 4,8211.33 2,395 -3,5461.77 4,0121.77 2,037 -1,6982.21 3,2022.21 1,672 -3922.65 2,3932.65 1,455 03.09 -2,8522.21 2,111 -5943.53 -3,6611.77 2,632 -1,8183.98 -4,4711.33 2,928 -3,3664.42 -5,2800.88 3,281 -5,5194.86 -6,0900.44 3,443 -8,0305.30 -6,8990.00 3,415 -10,899

( 7 )

Página: 45




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -5300.22 0 -570.43 -1,0590.43 0 -2290.65 -1,5890.65 0 -5160.87 -2,1180.43 0 -9181.08 -2,6480.22 0 -1,4341.30 -3,1770.00 0 -2,065

( 1 )0.00 Area = 37.40 10,8460.00 0 -8,2810.44 8,7050.44 319 -4,6030.88 6,5640.88 1,231 -1,6351.33 4,4231.33 2,492 -1031.77 2,7011.77 3,559 02.21 1,0952.21 4,094 02.65 -2,4901.77 3,683 03.09 -4,1411.33 2,560 03.54 -6,2820.88 1,270 -1,2453.98 -8,4230.44 400 -4,1124.42 -10,5650.00 0 -7,697

( 2 )0.00 Area = 37.40 8,5290.00 345 -6,3420.45 6,3670.45 1,086 -3,2610.89 4,4720.89 1,605 -1,0671.34 2,8511.34 2,063 01.78 -1,4061.78 2,292 02.23 -3,0281.34 1,828 02.68 -4,6490.89 1,291 -9953.12 -6,6030.45 804 -3,3423.57 -8,7640.00 21 -6,501

( 3 )0.00 Area = 37.40 12,6440.00 0 -14,8920.44 10,5050.44 245 -10,3160.88 8,3650.88 1,170 -6,4491.33 6,3491.33 1,718 -3,2911.77 4,7441.77 2,205 -1,1592.21 3,1392.21 2,462 02.65 -1,8242.65 2,629 03.09 -3,4282.21 2,256 03.53 -5,0331.77 1,870 -1,2163.98 -6,6381.33 1,434 -3,5954.42 -8,7510.88 819 -6,8804.86 -10,8900.44 0 -10,8755.30 -13,0290.00 0 -15,579

( 4 )0.00 Area = 37.40 14,5680.00 0 -18,0670.46 12,3320.46 0 -11,8600.92 10,0970.92 0 -7,4001.38 7,8611.38 836 -3,7561.85 5,6251.85 1,745 -1,087

Página: 46



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.31 3,7032.31 2,770 02.77 2,0262.77 3,702 03.23 -1,9722.77 3,718 03.69 -3,6492.31 2,855 04.15 -5,5531.85 1,855 -1,1014.62 -7,7891.38 930 -3,7165.08 -10,0250.92 0 -7,3355.54 -12,2600.46 0 -11,7286.00 -14,4960.00 0 -17,851

( 5 )0.00 Area = 37.40 7,5610.00 0 -11,0310.46 6,4330.46 261 -8,0720.92 5,3050.92 808 -5,5031.38 4,2961.38 1,146 -3,3251.85 3,4501.85 1,276 -1,5382.31 2,6042.31 1,520 -4632.77 1,7582.77 1,545 03.23 -1,4152.77 1,651 03.69 -2,2612.31 1,707 -2864.15 -3,1071.85 1,543 -1,1984.62 -3,9531.38 1,392 -2,7225.08 -4,8470.92 1,138 -4,7425.54 -5,9760.46 676 -7,1526.00 -7,1040.00 6 -9,952

( 6 )0.00 Area = 37.40 6,7320.00 1,333 -10,2680.44 5,9230.44 1,661 -7,4730.88 5,1130.88 1,799 -5,0361.33 4,3041.33 1,746 -2,9561.77 3,4941.77 1,583 -1,3162.21 2,6852.21 1,432 -2342.65 1,8752.65 1,373 03.09 -2,3672.21 1,786 -3743.53 -3,1771.77 2,078 -1,3813.98 -3,9861.33 2,185 -2,7504.42 -4,7960.88 2,313 -4,6904.86 -5,6060.44 2,250 -6,9875.30 -6,4150.00 1,996 -9,641

( 7 )

Página: 47




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 0 )0.00 Area = 37.40 00.00 0 00.22 -5300.22 0 -570.43 -1,0590.43 0 -2290.65 -1,5890.65 0 -5160.87 -2,1180.43 0 -9181.08 -2,6480.22 0 -1,4341.30 -3,1770.00 0 -2,065

( 1 )0.00 Area = 37.40 10,6070.00 0 -7,1210.44 8,4660.44 0 -3,3070.88 6,3250.88 1,137 -7191.33 4,1841.33 2,686 01.77 2,1281.77 4,062 02.21 -6702.21 4,492 02.65 -2,2761.77 3,975 03.09 -4,3801.33 2,512 03.54 -6,5210.88 793 -6753.98 -8,6620.44 0 -3,4194.42 -10,8040.00 0 -7,555

( 2 )0.00 Area = 37.40 8,3790.00 0 -5,3250.45 6,2170.45 204 -2,5590.89 4,0550.89 884 -6031.34 2,1441.34 1,572 01.78 -9251.78 1,935 02.23 -2,5461.34 1,333 02.68 -4,5910.89 498 -7673.12 -6,7530.45 0 -2,9883.57 -8,9140.00 0 -6,261

( 3 )0.00 Area = 37.40 11,8960.00 0 -11,7280.44 9,7560.44 0 -7,0580.88 7,6170.88 241 -3,8171.33 5,4771.33 1,035 -1,2851.77 3,3381.77 2,055 -672.21 1,7212.21 2,730 02.65 -1,5282.65 2,787 03.09 -3,1322.21 1,899 03.53 -5,2201.77 743 -6673.98 -7,3591.33 0 -3,0904.42 -9,4990.88 0 -6,4344.86 -11,6380.44 0 -11,1025.30 -13,7780.00 0 -16,715

( 4 )0.00 Area = 37.40 14,8780.00 0 -18,7190.46 12,6420.46 0 -12,3680.92 10,4070.92 0 -7,0491.38 8,1711.38 0 -3,0151.85 5,9351.85 1,040 -473

Página: 48



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.31 3,7002.31 2,717 02.77 1,6912.77 3,909 03.23 -1,1722.77 4,068 03.69 -3,0082.31 3,196 04.15 -5,2431.85 1,668 -1824.62 -7,4791.38 315 -2,2065.08 -9,7150.92 0 -5,6125.54 -11,9500.46 0 -10,6116.00 -14,1860.00 0 -16,643

( 5 )0.00 Area = 37.40 7,8170.00 0 -11,0920.46 6,6890.46 0 -7,7450.92 5,5610.92 0 -4,9341.38 4,4331.38 0 -2,9321.85 3,3051.85 369 -1,3202.31 2,2242.31 756 -2522.77 1,3782.77 1,183 03.23 -6512.77 1,406 03.69 -1,4972.31 1,224 04.15 -2,3431.85 883 -5484.62 -3,4641.38 519 -1,7225.08 -4,5920.92 48 -3,3895.54 -5,7200.46 0 -5,4476.00 -6,8480.00 0 -8,185

( 6 )0.00 Area = 37.40 7,1630.00 0 -8,6480.44 6,0840.44 0 -6,0730.88 5,0040.88 113 -3,8561.33 3,9251.33 520 -1,9961.77 2,9961.77 812 -5682.21 2,1872.21 1,230 02.65 1,3772.65 1,771 03.09 -1,1572.21 1,867 03.53 -1,9671.77 1,939 -3013.98 -2,7761.33 1,653 -1,0374.42 -3,6310.88 1,300 -2,2554.86 -4,7110.44 944 -4,0175.30 -5,7900.00 398 -6,137

( 7 )

Página: 49



PORTICO: E NIVEL: 1 VIGA: 1V-E(1-3)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 5,7600.00 2,570 -6,7790.44 4,9500.44 2,639 -4,4120.88 4,1400.88 2,552 -2,4381.33 3,3291.33 2,646 -1,1941.77 2,5191.77 2,382 -1422.21 -1,8122.21 2,157 02.65 -2,6231.77 2,051 03.09 -3,4331.33 2,269 -9573.54 -4,2430.88 2,158 -2,2543.98 -5,0530.44 2,256 -4,3094.42 -5,8630.00 2,163 -6,722

( 2 )0.00 Area = 37.40 5,9510.00 3,388 -6,5490.45 5,1330.45 2,931 -4,0760.89 4,3150.89 2,375 -2,0631.34 3,4971.34 1,802 -5921.78 2,6791.78 1,345 02.23 -3,3291.34 2,167 -8432.68 -4,1470.89 2,815 -2,2733.12 -4,9650.45 3,342 -4,1413.57 -5,7830.00 3,839 -6,540

( 3 )

Página: 50




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 5,9250.00 2,706 -7,1460.44 5,1150.44 2,741 -4,7060.88 4,3050.88 2,585 -2,6241.33 3,4951.33 2,646 -1,3081.77 2,6841.77 2,360 -1942.21 1,8742.21 2,126 02.65 -2,6721.77 2,122 03.09 -3,4831.33 2,413 -1,0593.54 -4,2930.88 2,351 -2,3653.98 -5,1030.44 2,510 -4,4424.42 -5,9130.00 2,477 -6,876

( 2 )0.00 Area = 37.40 5,9940.00 3,739 -6,6480.45 5,1760.45 3,199 -4,1560.89 4,3580.89 2,597 -2,1611.34 3,5401.34 1,921 -6531.78 -2,7411.78 1,341 02.23 -3,5591.34 2,163 -9072.68 -4,3770.89 2,830 -2,4213.12 -5,1950.45 3,435 -4,4323.57 -6,0130.00 3,970 -6,933

( 3 )

Página: 51




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 5,8650.00 2,468 -7,0040.44 5,0550.44 2,551 -4,5900.88 4,2450.88 2,442 -2,5351.33 3,4351.33 2,540 -1,2351.77 2,6241.77 2,308 -1542.21 1,8142.21 2,133 02.65 -2,5511.77 2,105 03.09 -3,3611.33 2,370 -9643.54 -4,1710.88 2,276 -2,2193.98 -4,9810.44 2,384 -4,2244.42 -5,7910.00 2,319 -6,605

( 2 )0.00 Area = 37.40 5,7910.00 3,486 -6,2860.45 4,9730.45 3,010 -3,8840.89 4,1550.89 2,490 -1,9971.34 3,3371.34 1,870 -5711.78 -2,6161.78 1,345 02.23 -3,4341.34 2,073 -8402.68 -4,2520.89 2,650 -2,2893.12 -5,0700.45 3,188 -4,2593.57 -5,8880.00 3,641 -6,704

( 3 )

Página: 52




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 5,6760.00 1,967 -6,5660.44 4,8660.44 2,148 -4,2360.88 4,0560.88 2,138 -2,2641.33 3,2461.33 2,328 -1,0421.77 2,4361.77 2,198 -492.21 1,6252.21 2,142 02.65 -2,3191.77 2,042 03.09 -3,1291.33 2,223 -7793.54 -3,9390.88 2,046 -1,9353.98 -4,7490.44 2,051 -3,8224.42 -5,5600.00 1,897 -6,100

( 2 )0.00 Area = 37.40 5,4320.00 2,931 -5,6550.45 4,6140.45 2,597 -3,4140.89 3,7960.89 2,231 -1,6991.34 2,9781.34 1,749 -4271.78 -2,3091.78 1,348 02.23 -3,1271.34 1,903 -6832.68 -3,9450.89 2,319 -1,9903.12 -4,7630.45 2,712 -3,8323.57 -5,5810.00 3,010 -6,140

( 3 )

Página: 53




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 5,5300.00 1,167 -5,9430.44 4,5840.44 1,498 -3,7380.88 3,7740.88 1,638 -1,8901.33 2,9641.33 1,948 -7621.77 2,1541.77 1,976 02.21 1,3442.21 2,099 02.65 -1,9611.77 1,918 03.09 -2,7721.33 1,974 -5283.54 -3,5820.88 1,673 -1,5343.98 -4,3920.44 1,536 -3,2544.42 -5,2730.00 1,251 -5,374

( 2 )0.00 Area = 37.40 4,8700.00 2,155 -4,6930.45 4,0520.45 2,023 -2,7020.89 3,2340.89 1,885 -1,2651.34 2,4161.34 1,589 -2291.78 -1,8911.78 1,338 02.23 -2,7091.34 1,611 -4522.68 -3,5270.89 1,777 -1,5573.12 -4,3450.45 1,967 -3,2473.57 -5,1630.00 2,029 -5,369

( 3 )

Página: 54




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 1 )0.00 Area = 37.40 5,3480.00 346 -4,3950.44 4,2680.44 863 -2,4670.88 3,1880.88 1,278 -9871.33 2,3341.33 1,822 -1861.77 1,5241.77 2,116 02.21 -7932.21 2,331 02.65 -1,6031.77 2,069 03.09 -2,4141.33 1,574 -453.54 -3,2940.88 995 -8653.98 -4,3740.44 611 -2,4304.42 -5,4540.00 75 -4,392

( 2 )0.00 Area = 37.40 4,4580.00 610 -3,6610.45 3,5200.45 865 -1,9070.89 2,7020.89 1,048 -6431.34 1,8841.34 1,185 01.78 1,0661.78 1,412 02.23 -1,7401.34 1,455 -622.68 -2,5580.89 1,383 -7813.12 -3,3760.45 1,174 -1,9213.57 -4,2670.00 953 -3,610

( 3 )

Página: 55



PORTICO: E' NIVEL: 1 VIGA: 1V-E'(3-5)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 8,6940.00 5,615 -13,9380.44 7,6860.44 5,433 -10,3210.88 6,6780.88 5,013 -7,1491.33 5,6691.33 4,355 -4,4221.77 4,6611.77 3,862 -2,5422.21 3,6532.21 2,944 -9212.65 -3,5922.65 1,777 03.09 -4,6002.21 2,031 -6503.53 -5,6081.77 2,531 -2,4953.98 -6,6171.33 3,192 -5,1834.42 -7,6250.88 3,626 -8,3284.86 -8,6330.44 3,823 -11,9195.30 -9,6420.00 3,782 -15,955

( 4 )0.00 Area = 37.40 9,6400.00 1,310 -15,7660.46 8,3770.46 1,944 -11,6570.92 7,3230.92 2,319 -8,0341.38 6,2691.38 2,434 -4,8971.85 5,2161.85 2,304 -2,2602.31 4,1622.31 2,436 -6322.77 3,1082.77 2,452 03.23 -2,3472.77 2,786 03.69 -3,4012.31 3,491 -8794.15 -4,4541.85 3,710 -2,3204.62 -5,5081.38 3,618 -4,1965.08 -6,5620.92 3,690 -6,9815.54 -7,6160.46 3,503 -10,2536.00 -8,6690.00 3,056 -14,011

( 5 )

Página: 56




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 9,2560.00 6,140 -15,4260.44 8,2480.44 5,865 -11,5600.88 7,2400.88 5,353 -8,1401.33 6,2311.33 4,604 -5,1651.77 5,2231.77 3,915 -2,9342.21 4,2152.21 2,952 -1,1122.65 -3,6932.65 1,754 03.09 -4,7012.21 2,281 -7703.53 -5,7101.77 3,029 -2,7073.98 -6,7181.33 3,803 -5,3544.42 -7,7260.88 4,438 -8,5434.86 -8,7350.44 4,836 -12,1795.30 -9,7430.00 4,996 -16,259

( 4 )0.00 Area = 37.40 9,5070.00 2,279 -16,0650.46 8,4540.46 2,763 -11,9210.92 7,4000.92 2,988 -8,2621.38 6,3461.38 2,954 -5,0901.85 5,2921.85 2,738 -2,4822.31 4,2392.31 2,686 -7842.77 3,1852.77 2,437 03.23 -2,7472.77 2,735 03.69 -3,8012.31 3,476 -1,1084.15 -4,8541.85 3,730 -2,6994.62 -5,9081.38 3,818 -4,8695.08 -6,9620.92 3,960 -7,8395.54 -8,0150.46 3,843 -11,2956.00 -9,0690.00 3,466 -15,238

( 5 )

Página: 57




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 9,1210.00 5,509 -15,0510.44 8,1130.44 5,339 -11,2450.88 7,1050.88 4,932 -7,8841.33 6,0961.33 4,287 -4,9691.77 5,0881.77 3,680 -2,7752.21 4,0802.21 2,836 -1,0262.65 -3,4252.65 1,767 03.09 -4,4332.21 2,238 -6673.53 -5,4411.77 2,926 -2,5003.98 -6,4501.33 3,596 -4,9964.42 -7,4580.88 4,157 -8,0674.86 -8,4660.44 4,481 -11,5845.30 -9,4750.00 4,568 -15,546

( 4 )0.00 Area = 37.40 9,3420.00 2,035 -15,5200.46 8,2720.46 2,559 -11,4590.92 7,2190.92 2,825 -7,8841.38 6,1651.38 2,831 -4,7951.85 5,1111.85 2,694 -2,3102.31 4,0572.31 2,669 -6822.77 3,0042.77 2,474 03.23 -2,6882.77 2,695 03.69 -3,7422.31 3,352 -1,0304.15 -4,7961.85 3,523 -2,5804.62 -5,8491.38 3,567 -4,7505.08 -6,9030.92 3,638 -7,6935.54 -7,9570.46 3,451 -11,1226.00 -9,0100.00 3,004 -15,037

( 5 )

Página: 58




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 8,7560.00 4,327 -14,0520.44 7,7470.44 4,351 -10,4070.88 6,7390.88 4,137 -7,2081.33 5,7311.33 3,686 -4,4541.77 4,7221.77 3,256 -2,4052.21 3,7142.21 2,615 -8272.65 -2,9642.65 1,775 03.09 -3,9732.21 2,107 -4943.53 -4,9811.77 2,634 -2,1333.98 -5,9891.33 3,109 -4,4034.42 -6,9980.88 3,500 -7,2714.86 -8,0060.44 3,653 -10,5855.30 -9,0140.00 3,568 -14,343

( 4 )0.00 Area = 37.40 9,2820.00 1,323 -14,5830.46 7,9550.46 1,963 -10,6680.92 6,9010.92 2,343 -7,2401.38 5,8471.38 2,464 -4,2981.85 4,7931.85 2,472 -1,9902.31 3,7402.31 2,552 -4992.77 2,6862.77 2,504 03.23 -2,4612.77 2,606 03.69 -3,5142.31 3,116 -8234.15 -4,5681.85 3,140 -2,2594.62 -5,6221.38 3,066 -4,3425.08 -6,6750.92 3,001 -7,1805.54 -7,7290.46 2,676 -10,5046.00 -8,9820.00 2,092 -14,314

( 5 )

Página: 59




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 8,3310.00 2,451 -12,8920.44 7,3230.44 2,778 -9,4350.88 6,3150.88 2,867 -6,4231.33 5,3061.33 2,718 -3,8571.77 4,2981.77 2,513 -1,9172.21 3,2902.21 2,210 -5622.65 2,2812.65 1,754 03.09 -3,2082.21 1,954 -2523.53 -4,2161.77 2,294 -1,5883.98 -5,2251.33 2,484 -3,4584.42 -6,2330.88 2,652 -5,9884.86 -7,2410.44 2,583 -8,9645.30 -8,2500.00 2,275 -12,385

( 4 )0.00 Area = 37.40 9,1430.00 308 -13,1700.46 7,7380.46 1,107 -9,4890.92 6,3940.92 1,647 -6,2951.38 5,3401.38 1,928 -3,5871.85 4,2871.85 2,126 -1,5432.31 3,2332.31 2,344 -2632.77 2,1792.77 2,462 03.23 -2,1632.77 2,467 03.69 -3,2172.31 2,657 -5604.15 -4,2711.85 2,447 -1,8364.62 -5,3241.38 2,244 -3,8645.08 -6,3780.92 1,967 -6,5645.54 -7,7160.46 1,431 -9,7516.00 -9,1210.00 636 -13,424

( 5 )

Página: 60




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( 3 )0.00 Area = 37.40 7,2180.00 580 -8,0190.44 5,8730.44 1,235 -5,3500.88 4,5320.88 1,652 -3,1261.33 3,5231.33 1,980 -1,4951.77 2,5151.77 2,311 -5502.21 1,5062.21 2,196 02.65 -1,7722.65 1,969 03.09 -2,7802.21 1,314 03.53 -3,7891.77 866 -8313.98 -4,8831.33 613 -2,7164.42 -6,2270.88 133 -5,0574.86 -7,5710.44 0 -7,8445.30 -8,9160.00 0 -11,076

( 4 )0.00 Area = 37.40 9,8310.00 0 -12,7730.46 8,4260.46 0 -8,5600.92 7,0210.92 0 -5,4521.38 5,6161.38 462 -2,8531.85 4,2111.85 1,023 -8062.31 2,9972.31 1,826 02.77 1,9442.77 2,779 03.23 -8962.77 3,102 03.69 -1,9492.31 2,848 04.15 -3,0031.85 2,530 -4584.62 -4,2191.38 1,724 -1,5195.08 -5,6240.92 1,165 -3,5725.54 -7,0280.46 410 -6,1746.00 -8,4330.00 0 -9,262

( 5 )

Página: 61



PORTICO: 1 NIVEL: 1 VIGA: 1V-1(A-E)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,6630.00 2,621 -3,9200.43 2,4120.43 2,271 -2,8420.85 2,1620.85 1,863 -1,8701.27 1,9111.27 1,520 -1,1251.70 1,6611.70 1,071 -4382.13 -1,4312.13 616 02.55 -1,6811.70 953 -3332.97 -1,9321.27 1,393 -1,0243.40 -2,1820.85 1,740 -1,7863.83 -2,4330.43 2,142 -2,7674.25 -2,6830.00 2,488 -3,854

( B' )0.00 Area = 30.70 2,7410.00 2,697 -3,8680.41 2,5010.41 2,278 -2,8010.81 2,2610.81 1,807 -1,8311.22 2,0211.22 1,383 -1,0581.63 1,7811.22 868 -3452.04 -1,6240.81 498 02.44 -1,8640.41 1,069 -5982.85 -2,1040.00 1,550 -1,330

( F )0.00 Area = 30.70 -2,1040.00 1,550 -1,3300.27 -2,2620.27 1,821 -1,8460.54 -2,4200.54 2,136 -2,4730.80 -2,5780.27 2,429 -3,1411.07 -2,7350.00 2,699 -3,852

( C )0.00 Area = 30.70 2,7300.00 2,690 -3,8480.23 2,5930.23 2,458 -3,2290.47 2,4560.47 2,210 -2,6420.70 2,3190.23 1,945 -2,0870.93 2,1820.00 1,692 -1,593

( C' )0.00 Area = 30.70 2,1820.00 1,692 -1,5930.43 1,9290.43 1,223 -8090.86 1,6770.86 646 -811.29 -1,7261.29 755 -2071.71 -1,9791.29 1,311 -9452.14 -2,2310.86 1,759 -1,7412.57 -2,4840.43 2,250 -2,7463.00 -2,7370.00 2,688 -3,865

( D )0.00 Area = 30.70 2,6840.00 2,488 -3,8550.43 2,4330.43 2,143 -2,7680.85 2,1830.85 1,740 -1,7871.27 1,9321.27 1,393 -1,0251.70 1,6811.70 953 -3332.13 1,4312.13 616 0

Página: 62



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,6611.70 1,071 -4382.97 -1,9111.27 1,520 -1,1253.40 -2,1620.85 1,863 -1,8703.83 -2,4120.43 2,271 -2,8424.25 -2,6630.00 2,621 -3,920

( E )

Página: 63




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,7690.00 2,805 -4,1430.43 2,5190.43 2,416 -3,0200.85 2,2680.85 1,970 -2,0031.27 2,0171.27 1,582 -1,2061.70 1,7671.70 1,097 -4772.13 -1,5172.13 610 02.55 -1,7671.70 1,001 -3812.97 -2,0181.27 1,486 -1,1113.40 -2,2680.85 1,874 -1,9073.83 -2,5190.43 2,320 -2,9254.25 -2,7700.00 2,708 -4,049

( B' )0.00 Area = 30.70 2,8680.00 2,954 -4,1170.41 2,6280.41 2,482 -2,9980.81 2,3880.81 1,958 -1,9761.22 2,1481.22 1,482 -1,1531.63 1,9081.22 914 -3872.04 -1,7560.81 501 02.44 -1,9960.41 1,131 -6602.85 -2,2360.00 1,664 -1,445

( F )0.00 Area = 30.70 -2,2360.00 1,664 -1,4450.27 -2,3940.27 1,969 -1,9970.54 -2,5520.54 2,318 -2,6590.80 -2,7090.27 2,645 -3,3621.07 -2,8670.00 2,950 -4,108

( C )0.00 Area = 30.70 2,8620.00 2,940 -4,1040.23 2,7250.23 2,679 -3,4550.47 2,5880.47 2,401 -2,8370.70 2,4510.23 2,106 -2,2510.93 2,3130.00 1,823 -1,727

( C' )0.00 Area = 30.70 2,3130.00 1,823 -1,7270.43 2,0610.43 1,300 -8860.86 1,8080.86 669 -1031.29 -1,8521.29 790 -2391.71 -2,1051.29 1,402 -1,0322.14 -2,3580.86 1,906 -1,8832.57 -2,6100.43 2,451 -2,9403.00 -2,8630.00 2,945 -4,113

( D )0.00 Area = 30.70 2,7700.00 2,709 -4,0490.43 2,5190.43 2,320 -2,9250.85 2,2690.85 1,874 -1,9081.27 2,0181.27 1,486 -1,1111.70 1,7671.70 1,001 -3812.13 1,5172.13 610 0

Página: 64



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,7671.70 1,097 -4772.97 -2,0171.27 1,582 -1,2063.40 -2,2680.85 1,970 -2,0033.83 -2,5190.43 2,416 -3,0204.25 -2,7690.00 2,805 -4,144

( E )

Página: 65




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,6910.00 2,622 -3,9760.43 2,4410.43 2,269 -2,8850.85 2,1900.85 1,860 -1,9011.27 1,9391.27 1,506 -1,1361.70 1,6891.70 1,059 -4412.13 1,4382.13 611 02.55 -1,6791.70 970 -3462.97 -1,9301.27 1,421 -1,0393.40 -2,1810.85 1,773 -1,7963.83 -2,4310.43 2,185 -2,7764.25 -2,6820.00 2,540 -3,863

( B' )0.00 Area = 30.70 2,7780.00 2,778 -3,9390.41 2,5380.41 2,343 -2,8570.81 2,2980.81 1,855 -1,8731.22 2,0581.22 1,416 -1,0861.63 1,8181.22 884 -3572.04 -1,6660.81 499 02.44 -1,9070.41 1,088 -6172.85 -2,1470.00 1,583 -1,365

( F )0.00 Area = 30.70 -2,1470.00 1,583 -1,3650.27 -2,3040.27 1,865 -1,8940.54 -2,4620.54 2,190 -2,5310.80 -2,6200.27 2,493 -3,2111.07 -2,7770.00 2,773 -3,933

( C )0.00 Area = 30.70 2,7730.00 2,764 -3,9290.23 2,6360.23 2,524 -3,3010.47 2,4990.47 2,267 -2,7040.70 2,3610.23 1,993 -2,1390.93 2,2240.00 1,730 -1,635

( C' )0.00 Area = 30.70 2,2240.00 1,730 -1,6350.43 1,9720.43 1,246 -8320.86 1,7190.86 653 -881.29 -1,7621.29 767 -2161.71 -2,0151.29 1,341 -9712.14 -2,2680.86 1,807 -1,7832.57 -2,5210.43 2,313 -2,8023.00 -2,7730.00 2,769 -3,936

( D )0.00 Area = 30.70 2,6820.00 2,540 -3,8630.43 2,4310.43 2,185 -2,7760.85 2,1810.85 1,774 -1,7961.27 1,9301.27 1,422 -1,0391.70 1,6791.70 970 -3462.13 -1,4382.13 611 0

Página: 66



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,6891.70 1,059 -4412.97 -1,9401.27 1,506 -1,1363.40 -2,1900.85 1,860 -1,9013.83 -2,4410.43 2,269 -2,8854.25 -2,6910.00 2,622 -3,976

( E )

Página: 67




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,5180.00 2,238 -3,6030.43 2,2680.43 1,961 -2,5860.85 2,0170.85 1,628 -1,6751.27 1,7671.27 1,349 -9831.70 1,5161.70 978 -3612.13 1,2652.13 612 02.55 -1,4991.70 902 -2742.97 -1,7491.27 1,280 -8913.40 -2,0000.85 1,556 -1,5693.83 -2,2500.43 1,893 -2,4724.25 -2,5010.00 2,174 -3,482

( B' )0.00 Area = 30.70 2,5810.00 2,392 -3,5540.41 2,3410.41 2,036 -2,5520.81 2,1010.81 1,629 -1,6471.22 1,8611.22 1,269 -9411.63 1,6211.22 818 -2922.04 -1,4690.81 498 02.44 -1,7100.41 993 -5222.85 -1,9500.00 1,408 -1,190

( F )0.00 Area = 30.70 -1,9500.00 1,408 -1,1900.27 -2,1070.27 1,637 -1,6670.54 -2,2650.54 1,910 -2,2510.80 -2,4230.27 2,160 -2,8781.07 -2,5800.00 2,388 -3,548

( C )0.00 Area = 30.70 2,5770.00 2,380 -3,5450.23 2,4400.23 2,185 -2,9620.47 2,3030.47 1,974 -2,4110.70 2,1660.23 1,745 -1,8910.93 2,0280.00 1,528 -1,433

( C' )0.00 Area = 30.70 2,0280.00 1,528 -1,4330.43 1,7760.43 1,127 -7140.86 1,5230.86 618 -541.29 -1,5671.29 717 -1671.71 -1,8201.29 1,207 -8372.14 -2,0720.86 1,589 -1,5662.57 -2,3250.43 2,012 -2,5013.00 -2,5780.00 2,384 -3,552

( D )0.00 Area = 30.70 2,5010.00 2,174 -3,4820.43 2,2500.43 1,893 -2,4730.85 2,0000.85 1,556 -1,5691.27 1,7491.27 1,280 -8911.70 1,4991.70 902 -2742.13 -1,2652.13 612 0

Página: 68



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,5161.70 978 -3612.97 -1,7671.27 1,349 -9833.40 -2,0170.85 1,628 -1,6753.83 -2,2680.43 1,961 -2,5864.25 -2,5180.00 2,238 -3,603

( E )

Página: 69




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,2530.00 1,635 -3,0300.43 2,0020.43 1,475 -2,1260.85 1,7520.85 1,259 -1,3281.27 1,5011.27 1,092 -7431.70 1,2511.70 839 -2362.13 1,0002.13 604 02.55 -1,2201.70 798 -1752.97 -1,4711.27 1,063 -6753.40 -1,7220.85 1,225 -1,2363.83 -1,9720.43 1,449 -2,0204.25 -2,2230.00 1,615 -2,912

( B' )0.00 Area = 30.70 2,2850.00 1,821 -2,9710.41 2,0450.41 1,584 -2,0890.81 1,8050.81 1,296 -1,3061.22 1,5651.22 1,057 -7221.63 1,3241.22 724 -1932.04 -1,1790.81 501 02.44 -1,4190.41 851 -3802.85 -1,6590.00 1,146 -929

( F )0.00 Area = 30.70 -1,6590.00 1,146 -9290.27 -1,8170.27 1,296 -1,3280.54 -1,9750.54 1,490 -1,8350.80 -2,1320.27 1,661 -2,3851.07 -2,2900.00 1,810 -2,976

( C )0.00 Area = 30.70 2,2880.00 1,804 -2,9760.23 2,1510.23 1,677 -2,4590.47 2,0140.47 1,534 -1,9750.70 1,8770.23 1,373 -1,5230.93 1,7400.00 1,224 -1,131

( C' )0.00 Area = 30.70 1,7400.00 1,224 -1,1310.43 1,4870.43 950 -5370.86 1,2340.86 567 -11.29 -1,2721.29 647 -921.71 -1,5241.29 1,013 -6372.14 -1,7770.86 1,271 -1,2402.57 -2,0300.43 1,567 -2,0463.00 -2,2830.00 1,815 -2,970

( D )0.00 Area = 30.70 2,2230.00 1,615 -2,9120.43 1,9720.43 1,448 -2,0200.85 1,7220.85 1,225 -1,2361.27 1,4711.27 1,063 -6751.70 1,2201.70 798 -1752.13 -1,0002.13 604 0

Página: 70



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,2511.70 839 -2362.97 -1,5011.27 1,092 -7433.40 -1,7520.85 1,259 -1,3283.83 -2,0020.43 1,475 -2,1264.25 -2,2530.00 1,635 -3,030

( E )

Página: 71




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 1,8810.00 980 -2,2290.43 1,6310.43 958 -1,4830.85 1,3800.85 890 -8541.27 1,1291.27 876 -4421.70 8791.70 756 -872.13 -6602.13 644 02.55 -9101.70 651 -32.97 -1,1611.27 758 -3653.40 -1,4120.85 767 -7923.83 -1,6620.43 838 -1,4454.25 -1,9130.00 853 -2,205

( B' )0.00 Area = 30.70 1,8610.00 971 -2,1420.41 1,6210.41 911 -1,4340.81 1,3810.81 798 -8231.22 1,1411.22 731 -4081.63 9001.22 575 -532.04 -7450.81 496 02.44 -9850.41 644 -1742.85 -1,2250.00 766 -548

( F )0.00 Area = 30.70 -1,2250.00 766 -5480.27 -1,3830.27 802 -8300.54 -1,5400.54 881 -1,2210.80 -1,6980.27 939 -1,6541.07 -1,8560.00 973 -2,130

( C )0.00 Area = 30.70 1,8560.00 969 -2,1310.23 1,7190.23 942 -1,7150.47 1,5820.47 897 -1,3310.70 1,4440.23 835 -9800.93 1,3070.00 785 -689

( C' )0.00 Area = 30.70 1,3070.00 785 -6890.43 1,0550.43 692 -2790.86 8020.86 490 01.29 -8501.29 534 01.71 -1,1031.29 715 -3502.14 -1,3550.86 788 -7712.57 -1,6080.43 904 -1,4013.00 -1,8610.00 967 -2,144

( D )0.00 Area = 30.70 1,9130.00 852 -2,2050.43 1,6620.43 838 -1,4460.85 1,4120.85 767 -7921.27 1,1611.27 758 -3651.70 9101.70 651 -32.13 6602.13 644 0

Página: 72



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -8791.70 755 -872.97 -1,1291.27 876 -4423.40 -1,3800.85 890 -8543.83 -1,6310.43 958 -1,4834.25 -1,8810.00 979 -2,229

( E )

Página: 73




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,4240.00 2,105 -3,4040.43 2,1740.43 1,856 -2,4270.85 1,9230.85 1,550 -1,5571.27 1,6731.27 1,308 -9131.70 1,4221.70 961 -3282.13 -1,1922.13 616 02.55 -1,4431.70 861 -2412.97 -1,6931.27 1,199 -8313.40 -1,9440.85 1,445 -1,4923.83 -2,1940.43 1,746 -2,3714.25 -2,4450.00 1,990 -3,357

( B' )0.00 Area = 30.70 2,4760.00 2,176 -3,3470.41 2,2360.41 1,865 -2,3880.81 1,9960.81 1,502 -1,5271.22 1,7551.22 1,186 -8621.63 1,5151.22 780 -2562.04 -1,3580.81 498 02.44 -1,5990.41 942 -4702.85 -1,8390.00 1,314 -1,093

( F )0.00 Area = 30.70 -1,8390.00 1,314 -1,0930.27 -1,9960.27 1,514 -1,5390.54 -2,1540.54 1,758 -2,0940.80 -2,3120.27 1,979 -2,6911.07 -2,4690.00 2,178 -3,331

( C )0.00 Area = 30.70 2,4660.00 2,170 -3,3280.23 2,3290.23 2,001 -2,7710.47 2,1920.47 1,814 -2,2450.70 2,0550.23 1,610 -1,7520.93 1,9180.00 1,419 -1,320

( C' )0.00 Area = 30.70 1,9180.00 1,419 -1,3200.43 1,6650.43 1,063 -6490.86 1,4120.86 599 -351.29 -1,4621.29 688 -1401.71 -1,7141.29 1,131 -7652.14 -1,9670.86 1,465 -1,4482.57 -2,2200.43 1,843 -2,3393.00 -2,4720.00 2,168 -3,345

( D )0.00 Area = 30.70 2,4450.00 1,991 -3,3570.43 2,1950.43 1,746 -2,3710.85 1,9440.85 1,445 -1,4921.27 1,6931.27 1,199 -8311.70 1,4431.70 861 -2412.13 1,1922.13 616 0

Página: 74



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,4221.70 961 -3272.97 -1,6731.27 1,308 -9133.40 -1,9230.85 1,550 -1,5573.83 -2,1740.43 1,856 -2,4274.25 -2,4240.00 2,105 -3,404

( E )

Página: 75




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,5130.00 2,252 -3,5900.43 2,2620.43 1,972 -2,5760.85 2,0120.85 1,635 -1,6681.27 1,7611.27 1,356 -9801.70 1,5101.70 980 -3602.13 -1,2602.13 610 02.55 -1,5111.70 900 -2802.97 -1,7611.27 1,276 -9013.40 -2,0120.85 1,555 -1,5893.83 -2,2630.43 1,892 -2,4974.25 -2,5130.00 2,172 -3,512

( B' )0.00 Area = 30.70 2,5790.00 2,387 -3,5490.41 2,3390.41 2,032 -2,5480.81 2,0990.81 1,626 -1,6441.22 1,8591.22 1,268 -9391.63 1,6191.22 817 -2912.04 -1,4670.81 499 02.44 -1,7070.41 992 -5202.85 -1,9470.00 1,407 -1,187

( F )0.00 Area = 30.70 -1,9470.00 1,407 -1,1870.27 -2,1040.27 1,634 -1,6630.54 -2,2620.54 1,906 -2,2470.80 -2,4200.27 2,156 -2,8731.07 -2,5780.00 2,383 -3,541

( C )0.00 Area = 30.70 2,5740.00 2,375 -3,5380.23 2,4370.23 2,181 -2,9560.47 2,2990.47 1,970 -2,4050.70 2,1620.23 1,741 -1,8870.93 2,0250.00 1,526 -1,429

( C' )0.00 Area = 30.70 2,0250.00 1,526 -1,4290.43 1,7730.43 1,126 -7120.86 1,5200.86 618 -531.29 -1,5641.29 717 -1661.71 -1,8171.29 1,206 -8352.14 -2,0700.86 1,586 -1,5632.57 -2,3220.43 2,008 -2,4973.00 -2,5750.00 2,378 -3,546

( D )0.00 Area = 30.70 2,5130.00 2,172 -3,5120.43 2,2630.43 1,892 -2,4970.85 2,0120.85 1,555 -1,5891.27 1,7621.27 1,276 -9011.70 1,5111.70 900 -2802.13 1,2602.13 610 0

Página: 76



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,5101.70 980 -3602.97 -1,7611.27 1,356 -9803.40 -2,0120.85 1,635 -1,6683.83 -2,2620.43 1,972 -2,5764.25 -2,5130.00 2,252 -3,590

( E )

Página: 77




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,4480.00 2,097 -3,4510.43 2,1970.43 1,848 -2,4640.85 1,9470.85 1,542 -1,5831.27 1,6961.27 1,292 -9221.70 1,4461.70 948 -3292.13 1,1952.13 611 02.55 -1,4361.70 874 -2502.97 -1,6871.27 1,223 -8403.40 -1,9370.85 1,471 -1,4943.83 -2,1880.43 1,779 -2,3714.25 -2,4390.00 2,031 -3,354

( B' )0.00 Area = 30.70 2,5030.00 2,238 -3,3990.41 2,2630.41 1,915 -2,4290.81 2,0230.81 1,539 -1,5571.22 1,7831.22 1,212 -8821.63 1,5431.22 792 -2662.04 -1,3910.81 499 02.44 -1,6310.41 955 -4842.85 -1,8710.00 1,339 -1,120

( F )0.00 Area = 30.70 -1,8710.00 1,339 -1,1200.27 -2,0290.27 1,547 -1,5760.54 -2,1870.54 1,798 -2,1400.80 -2,3450.27 2,028 -2,7461.07 -2,5020.00 2,234 -3,394

( C )0.00 Area = 30.70 2,4990.00 2,227 -3,3920.23 2,3620.23 2,050 -2,8270.47 2,2250.47 1,856 -2,2940.70 2,0880.23 1,646 -1,7920.93 1,9510.00 1,448 -1,352

( C' )0.00 Area = 30.70 1,9510.00 1,448 -1,3520.43 1,6980.43 1,080 -6670.86 1,4450.86 605 -391.29 -1,4891.29 698 -1471.71 -1,7411.29 1,155 -7842.14 -1,9940.86 1,503 -1,4792.57 -2,2470.43 1,892 -2,3803.00 -2,4990.00 2,231 -3,397

( D )0.00 Area = 30.70 2,4390.00 2,031 -3,3540.43 2,1880.43 1,780 -2,3710.85 1,9370.85 1,471 -1,4941.27 1,6871.27 1,223 -8401.70 1,4361.70 875 -2502.13 -1,1952.13 611 0

Página: 78



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,4461.70 947 -3292.97 -1,6961.27 1,292 -9223.40 -1,9470.85 1,542 -1,5833.83 -2,1970.43 1,848 -2,4644.25 -2,4480.00 2,097 -3,451

( E )

Página: 79




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,3050.00 1,777 -3,1420.43 2,0540.43 1,591 -2,2160.85 1,8040.85 1,349 -1,3961.27 1,5531.27 1,161 -7941.70 1,3031.70 881 -2642.13 1,0522.13 612 02.55 -1,2851.70 818 -1902.97 -1,5361.27 1,106 -7173.40 -1,7860.85 1,291 -1,3043.83 -2,0370.43 1,537 -2,1174.25 -2,2880.00 1,727 -3,036

( B' )0.00 Area = 30.70 2,3390.00 1,917 -3,0790.41 2,0990.41 1,660 -2,1760.81 1,8590.81 1,351 -1,3701.22 1,6191.22 1,090 -7621.63 1,3791.22 737 -2112.04 -1,2270.81 498 02.44 -1,4680.41 876 -4062.85 -1,7080.00 1,193 -975

( F )0.00 Area = 30.70 -1,7080.00 1,193 -9750.27 -1,8650.27 1,358 -1,3870.54 -2,0230.54 1,566 -1,9070.80 -2,1810.27 1,751 -2,4691.07 -2,3380.00 1,914 -3,074

( C )0.00 Area = 30.70 2,3360.00 1,907 -3,0720.23 2,1990.23 1,768 -2,5450.47 2,0620.47 1,613 -2,0500.70 1,9250.23 1,440 -1,5860.93 1,7880.00 1,279 -1,184

( C' )0.00 Area = 30.70 1,7880.00 1,279 -1,1840.43 1,5350.43 982 -5690.86 1,2820.86 576 -111.29 -1,3261.29 656 -1061.71 -1,5791.29 1,043 -6732.14 -1,8310.86 1,322 -1,2992.57 -2,0840.43 1,641 -2,1313.00 -2,3370.00 1,910 -3,078

( D )0.00 Area = 30.70 2,2880.00 1,727 -3,0360.43 2,0370.43 1,537 -2,1170.85 1,7860.85 1,291 -1,3041.27 1,5361.27 1,106 -7171.70 1,2851.70 818 -1902.13 -1,0522.13 612 0

Página: 80



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,3031.70 881 -2642.97 -1,5531.27 1,161 -7943.40 -1,8040.85 1,348 -1,3963.83 -2,0540.43 1,591 -2,2164.25 -2,3050.00 1,777 -3,142

( E )

Página: 81




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,0850.00 1,274 -2,6690.43 1,8350.43 1,186 -1,8360.85 1,5840.85 1,040 -1,1101.27 1,3341.27 945 -5961.70 1,0831.70 763 -1602.13 8332.13 604 02.55 -1,0531.70 731 -1082.97 -1,3031.27 925 -5373.40 -1,5540.85 1,016 -1,0263.83 -1,8050.43 1,168 -1,7404.25 -2,0550.00 1,263 -2,560

( B' )0.00 Area = 30.70 2,0920.00 1,443 -2,5930.41 1,8520.41 1,285 -1,7900.81 1,6120.81 1,075 -1,0851.22 1,3721.22 914 -5791.63 1,1321.22 659 -1292.04 -9870.81 501 02.44 -1,2270.41 759 -2872.85 -1,4670.00 975 -758

( F )0.00 Area = 30.70 -1,4670.00 975 -7580.27 -1,6240.27 1,074 -1,1060.54 -1,7820.54 1,216 -1,5610.80 -1,9400.27 1,336 -2,0591.07 -2,0980.00 1,433 -2,599

( C )0.00 Area = 30.70 2,0960.00 1,427 -2,5990.23 1,9590.23 1,345 -2,1280.47 1,8220.47 1,247 -1,6880.70 1,6850.23 1,131 -1,2810.93 1,5480.00 1,026 -933

( C' )0.00 Area = 30.70 1,5480.00 1,026 -9330.43 1,2950.43 834 -4210.86 1,0430.86 534 01.29 -1,0801.29 598 -441.71 -1,3331.29 883 -5072.14 -1,5850.86 1,059 -1,0272.57 -1,8380.43 1,272 -1,7513.00 -2,0910.00 1,438 -2,593

( D )0.00 Area = 30.70 2,0550.00 1,263 -2,5600.43 1,8050.43 1,168 -1,7400.85 1,5540.85 1,016 -1,0261.27 1,3031.27 925 -5371.70 1,0531.70 731 -1082.13 -8322.13 604 0

Página: 82



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -1,0831.70 763 -1602.97 -1,3341.27 944 -5963.40 -1,5840.85 1,040 -1,1103.83 -1,8350.43 1,185 -1,8364.25 -2,0850.00 1,274 -2,669

( E )

Página: 83




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 1,7710.00 738 -1,9880.43 1,5210.43 763 -1,2880.85 1,2700.85 743 -7061.27 1,0201.27 775 -3411.70 7691.70 701 -322.13 -5502.13 644 02.55 -8011.70 612 02.97 -1,0511.27 673 -2793.40 -1,3020.85 634 -6603.83 -1,5520.43 659 -1,2664.25 -1,8030.00 627 -1,979

( B' )0.00 Area = 30.70 1,7410.00 736 -1,9070.41 1,5010.41 724 -1,2470.81 1,2610.81 660 -6851.22 1,0211.22 643 -3191.63 7811.22 535 -132.04 -6250.81 496 02.44 -8650.41 586 -1172.85 -1,1050.00 660 -441

( F )0.00 Area = 30.70 -1,1050.00 660 -4410.27 -1,2630.27 663 -6920.54 -1,4210.54 711 -1,0510.80 -1,5780.27 736 -1,4521.07 -1,7360.00 739 -1,895

( C )0.00 Area = 30.70 1,7360.00 735 -1,8960.23 1,5990.23 735 -1,5090.47 1,4620.47 718 -1,1530.70 1,3250.23 684 -8290.93 1,1880.00 662 -566

( C' )0.00 Area = 30.70 1,1880.00 662 -5660.43 9350.43 620 -2070.86 6830.86 489 01.29 -7311.29 504 01.71 -9831.29 634 -2692.14 -1,2360.86 656 -6382.57 -1,4890.43 720 -1,2173.00 -1,7420.00 732 -1,909

( D )0.00 Area = 30.70 1,8030.00 627 -1,9800.43 1,5520.43 659 -1,2670.85 1,3020.85 634 -6601.27 1,0511.27 672 -2801.70 8011.70 612 02.13 5502.13 644 0

Página: 84



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -7691.70 701 -322.97 -1,0191.27 775 -3413.40 -1,2700.85 742 -7063.83 -1,5210.43 763 -1,2884.25 -1,7710.00 738 -1,988

( E )

Página: 85



PORTICO: 3 NIVEL: 1 VIGA: 1V-3(A-E`)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,2530.00 1,725 -3,0320.43 2,0020.43 1,549 -2,1280.85 1,7520.85 1,315 -1,3311.27 1,5011.27 1,142 -7571.70 1,2501.70 867 -2442.13 -1,0222.13 606 02.55 -1,2731.70 795 -1872.97 -1,5241.27 1,060 -7043.40 -1,7740.85 1,237 -1,2973.83 -2,0250.43 1,465 -2,1044.25 -2,2750.00 1,637 -3,018

( B' )0.00 Area = 30.70 2,1780.00 1,180 -2,9720.41 1,9380.41 1,167 -2,1340.81 1,6980.81 1,102 -1,3941.22 1,4581.22 1,055 -8231.63 1,2181.22 1,000 -3922.04 9770.81 847 -142.44 7370.41 790 02.85 -9760.00 840 -7

( F )0.00 Area = 30.70 -9760.00 840 -70.27 -1,1340.27 952 -2490.54 -1,2920.54 1,022 -5140.80 -1,4500.27 1,050 -8021.07 -1,6070.00 1,058 -1,135

( C )0.00 Area = 30.70 -1,6070.00 1,058 -1,1350.23 -1,7440.23 1,113 -1,5250.47 -1,8810.47 1,151 -1,9460.70 -2,0190.23 1,172 -2,4000.93 -2,1560.00 1,176 -2,885

( C' )0.00 Area = 30.70 3,0710.00 2,981 -3,7450.43 2,8190.43 2,230 -2,4830.86 2,5660.86 1,448 -1,3571.29 2,3131.29 635 -3661.71 -2,2761.29 653 -3722.14 -2,5280.86 1,482 -1,3552.57 -2,7810.43 2,261 -2,4533.00 -3,0340.00 3,022 -3,699

( D )0.00 Area = 30.70 1,9260.00 1,013 -2,3640.43 1,6750.43 987 -1,5980.85 1,4250.85 904 -9401.27 1,1741.27 879 -5021.70 9241.70 759 -1322.13 6732.13 620 0

Página: 86



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -9101.70 631 02.97 -1,1611.27 757 -3623.40 -1,4120.85 780 -7893.83 -1,6620.43 866 -1,4424.25 -1,9130.00 895 -2,202

( E )0.00 Area = 30.70 18,4990.00 6,674 -6,8320.25 18,3510.25 2,130 -2,2260.50 -18,3190.25 2,371 -2,4600.75 -18,4660.00 6,919 -7,058

( E` )

Página: 87




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,3660.00 1,910 -3,2790.43 2,1160.43 1,697 -2,3260.85 1,8650.85 1,426 -1,4801.27 1,6151.27 1,208 -8501.70 1,3641.70 900 -2932.13 1,1142.13 603 02.55 -1,3511.70 839 -2232.97 -1,6021.27 1,152 -7773.40 -1,8530.85 1,368 -1,3973.83 -2,1030.43 1,641 -2,2384.25 -2,3540.00 1,858 -3,185

( B' )0.00 Area = 30.70 2,2470.00 1,361 -3,1540.41 2,0070.41 1,319 -2,2880.81 1,7670.81 1,225 -1,5201.22 1,5271.22 1,149 -9191.63 1,2871.22 1,065 -4602.04 1,0470.81 883 -542.44 8070.41 786 02.85 -1,0470.00 856 -27

( F )0.00 Area = 30.70 -1,0470.00 856 -270.27 -1,2050.27 986 -2880.54 -1,3620.54 1,075 -5720.80 -1,5200.27 1,121 -8781.07 -1,6780.00 1,150 -1,232

( C )0.00 Area = 30.70 -1,6780.00 1,150 -1,2320.23 -1,8150.23 1,221 -1,6380.47 -1,9520.47 1,275 -2,0760.70 -2,0890.23 1,312 -2,5450.93 -2,2260.00 1,332 -3,047

( C' )0.00 Area = 30.70 3,4160.00 3,502 -4,2640.43 3,1630.43 2,605 -2,8540.86 2,9110.86 1,680 -1,5821.29 2,6581.29 722 -4441.71 -2,6141.29 726 -4332.14 -2,8670.86 1,703 -1,5622.57 -3,1200.43 2,625 -2,8013.00 -3,3720.00 3,532 -4,193

( D )0.00 Area = 30.70 1,8800.00 884 -2,2420.43 1,6300.43 878 -1,4960.85 1,3790.85 816 -8571.27 1,1291.27 810 -4371.70 8781.70 710 -872.13 6272.13 617 0

Página: 88



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -8611.70 636 -22.97 -1,1121.27 743 -3493.40 -1,3630.85 746 -7553.83 -1,6130.43 812 -1,3874.25 -1,8640.00 821 -2,126

( E )0.00 Area = 30.70 -17,6540.00 6,526 -6,5160.25 -17,8010.25 2,102 -2,1260.50 -17,9480.25 2,259 -2,3740.75 -18,0960.00 6,616 -6,880

( E` )

Página: 89




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,2820.00 1,687 -3,0920.43 2,0310.43 1,517 -2,1760.85 1,7800.85 1,290 -1,3661.27 1,5301.27 1,111 -7671.70 1,2791.70 849 -2482.13 1,0292.13 603 02.55 -1,2441.70 809 -1852.97 -1,4951.27 1,086 -6963.40 -1,7450.85 1,259 -1,2663.83 -1,9960.43 1,494 -2,0614.25 -2,2460.00 1,672 -2,963

( B' )0.00 Area = 30.70 2,1980.00 1,227 -3,0310.41 1,9580.41 1,207 -2,1840.81 1,7180.81 1,134 -1,4361.22 1,4781.22 1,079 -8541.63 1,2381.22 1,017 -4152.04 9980.81 857 -292.44 7580.41 787 02.85 -9920.00 840 -8

( F )0.00 Area = 30.70 -9920.00 840 -80.27 -1,1500.27 958 -2550.54 -1,3070.54 1,033 -5250.80 -1,4650.27 1,066 -8171.07 -1,6230.00 1,080 -1,154

( C )0.00 Area = 30.70 -1,6230.00 1,080 -1,1540.23 -1,7600.23 1,139 -1,5470.47 -1,8970.47 1,182 -1,9730.70 -2,0340.23 1,207 -2,4300.93 -2,1710.00 1,216 -2,919

( C' )0.00 Area = 30.70 3,4670.00 3,546 -4,3250.43 3,2140.43 2,632 -2,8940.86 2,9610.86 1,687 -1,5981.29 2,7081.29 714 -4391.71 -2,6501.29 751 -4572.14 -2,9030.86 1,749 -1,6022.57 -3,1550.43 2,690 -2,8563.00 -3,4080.00 3,617 -4,262

( D )0.00 Area = 30.70 1,7790.00 650 -2,0090.43 1,5280.43 688 -1,3060.85 1,2770.85 669 -7101.27 1,0271.27 707 -3341.70 7761.70 651 -272.13 5262.13 619 0

Página: 90



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -7581.70 610 02.97 -1,0091.27 673 -2763.40 -1,2590.85 632 -6373.83 -1,5100.43 655 -1,2264.25 -1,7600.00 621 -1,920

( E )0.00 Area = 30.70 -15,0860.00 5,576 -5,4870.25 -15,2340.25 1,786 -1,7870.50 -15,3810.25 1,895 -2,0410.75 -15,5280.00 5,557 -5,904

( E` )

Página: 91




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,1740.00 1,427 -2,8600.43 1,9230.43 1,309 -1,9900.85 1,6720.85 1,133 -1,2261.27 1,4221.27 1,003 -6701.70 1,1711.70 794 -1982.13 9212.13 604 02.55 -1,1181.70 765 -1362.97 -1,3691.27 997 -5953.40 -1,6200.85 1,122 -1,1113.83 -1,8700.43 1,306 -1,8494.25 -2,1210.00 1,436 -2,697

( B' )0.00 Area = 30.70 2,1190.00 1,024 -2,8380.41 1,8790.41 1,038 -2,0250.81 1,6390.81 1,000 -1,3081.22 1,3991.22 977 -7571.63 1,1591.22 950 -3522.04 9190.81 826 02.44 6790.41 788 02.85 -9060.00 806 0

( F )0.00 Area = 30.70 -9060.00 806 00.27 -1,0640.27 902 -1960.54 -1,2220.54 956 -4430.80 -1,3800.27 968 -7121.07 -1,5370.00 958 -1,025

( C )0.00 Area = 30.70 -1,5370.00 958 -1,0250.23 -1,6740.23 998 -1,3980.47 -1,8120.47 1,022 -1,8030.70 -1,9490.23 1,029 -2,2400.93 -2,0860.00 1,018 -2,709

( C' )0.00 Area = 30.70 3,3260.00 3,319 -4,1140.43 3,0730.43 2,469 -2,7420.86 2,8200.86 1,585 -1,5041.29 2,5671.29 677 -4071.71 -2,4981.29 721 -4282.14 -2,7510.86 1,659 -1,5092.57 -3,0030.43 2,537 -2,6973.00 -3,2560.00 3,403 -4,038

( D )0.00 Area = 30.70 1,6830.00 344 -1,7020.43 1,3920.43 440 -1,0570.85 1,1420.85 479 -5181.27 8911.27 575 -2001.70 6411.70 577 02.13 3902.13 621 0

Página: 92



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -6221.70 571 02.97 -8721.27 577 -1773.40 -1,1230.85 477 -4803.83 -1,3740.43 442 -1,0104.25 -1,6580.00 351 -1,647

( E )0.00 Area = 30.70 -11,4750.00 4,240 -4,0970.25 -11,6220.25 1,353 -1,3380.50 -11,7700.25 1,403 -1,5710.75 -11,9170.00 4,123 -4,532

( E` )

Página: 93




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 2,0010.00 1,021 -2,4880.43 1,7500.43 982 -1,6910.85 1,5000.85 886 -1,0011.27 1,2491.27 829 -5131.70 9981.70 701 -1172.13 7482.13 599 02.55 -9281.70 697 -672.97 -1,1791.27 855 -4473.40 -1,4290.85 907 -8833.83 -1,6800.43 1,012 -1,5374.25 -1,9300.00 1,067 -2,304

( B' )0.00 Area = 30.70 1,9970.00 734 -2,5390.41 1,7570.41 796 -1,7750.81 1,5170.81 805 -1,1081.22 1,2771.22 830 -6071.63 1,0371.22 850 -2512.04 7960.81 771 02.44 5560.41 784 02.85 -7920.00 758 0

( F )0.00 Area = 30.70 -7920.00 758 00.27 -9500.27 821 -1240.54 -1,1080.54 842 -3390.80 -1,2650.27 822 -5781.07 -1,4230.00 783 -863

( C )0.00 Area = 30.70 -1,4230.00 783 -8630.23 -1,5600.23 796 -1,2100.47 -1,6970.47 791 -1,5890.70 -1,8340.23 770 -1,9990.93 -1,9710.00 732 -2,442

( C' )0.00 Area = 30.70 3,0560.00 2,925 -3,7020.43 2,8030.43 2,190 -2,4470.86 2,5510.86 1,426 -1,3291.29 2,2981.29 632 -3471.71 -2,2321.29 670 -3642.14 -2,4840.86 1,492 -1,3302.57 -2,7370.43 2,252 -2,4003.00 -2,9900.00 3,002 -3,627

( D )0.00 Area = 30.70 1,6850.00 0 -1,3660.43 1,3510.43 160 -7870.85 1,0170.85 265 -3131.27 7371.27 426 -591.70 4871.70 538 02.13 2362.13 616 0

Página: 94



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -4651.70 551 02.97 -7161.27 455 -593.40 -9880.85 291 -2973.83 -1,3220.43 190 -7614.25 -1,6560.00 33 -1,331

( E )0.00 Area = 30.70 -7,0240.00 2,607 -2,3530.25 -7,1710.25 833 -7660.50 -7,3180.25 801 -9780.75 -7,4660.00 2,349 -2,826

( E` )

Página: 95




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( A )0.00 Area = 30.70 1,7140.00 596 -1,8720.43 1,4640.43 646 -1,1970.85 1,2130.85 642 -6311.27 9631.27 700 -2901.70 7121.70 651 -62.13 -4902.13 624 02.55 -7411.70 583 02.97 -9921.27 619 -2473.40 -1,2420.85 563 -6083.83 -1,4930.43 563 -1,1894.25 -1,7430.00 506 -1,877

( B' )0.00 Area = 30.70 1,9300.00 228 -2,0210.41 1,6100.41 380 -1,3440.81 1,3020.81 480 -7651.22 1,0621.22 602 -3581.63 8221.22 713 -902.04 5820.81 741 02.44 3420.41 810 02.85 -5680.00 749 0

( F )0.00 Area = 30.70 -5680.00 749 00.27 -7250.27 670 00.54 -8830.54 634 -930.80 -1,0410.27 556 -2721.07 -1,1990.00 447 -486

( C )0.00 Area = 30.70 -1,1990.00 447 -4860.23 -1,3360.23 410 -7800.47 -1,5170.47 355 -1,1070.70 -1,7000.23 283 -1,4650.93 -1,8830.00 194 -1,855

( C' )0.00 Area = 30.70 2,4710.00 1,993 -2,8350.43 2,2190.43 1,510 -1,8300.86 1,9660.86 981 -9441.29 1,7131.29 440 -2131.71 -1,6411.29 536 -2852.14 -1,8940.86 1,108 -1,0002.57 -2,1460.43 1,632 -1,8323.00 -2,3990.00 2,132 -2,806

( D )0.00 Area = 30.70 1,6870.00 0 -1,1590.43 1,3530.43 0 -5130.85 1,0190.85 16 -261.27 6851.27 353 01.70 3511.70 573 02.13 442.13 651 0

Página: 96



PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


2.55 -3181.70 587 02.97 -6521.27 381 03.40 -9860.85 126 -883.83 -1,3200.43 0 -4584.25 -1,6540.00 0 -1,089

( E )0.00 Area = 30.70 2,6360.00 879 -1,0340.25 -2,5490.25 255 -3930.50 -2,6960.25 265 -4420.75 -2,8430.00 861 -1,135

( E` )

Página: 97



PORTICO: 4 NIVEL: 1 VIGA: 1V-4(C'-E')

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( C' )0.00 Area = 30.70 2,3830.00 2,101 -2,7340.43 2,1310.43 1,615 -1,7670.86 1,8780.86 1,122 -9581.29 1,6251.29 566 -2531.71 -1,6761.29 485 -1882.14 -1,9280.86 1,020 -9052.57 -2,1810.43 1,517 -1,7513.00 -2,4340.00 1,991 -2,740

( D )0.00 Area = 30.70 2,0620.00 772 -2,6330.43 1,8110.43 832 -1,8100.85 1,5600.85 835 -1,0941.27 1,3101.27 872 -5741.70 1,0591.70 882 -1902.13 8092.13 801 02.55 -6041.70 859 02.97 -8551.27 891 03.40 -1,1060.85 969 -3383.83 -1,3560.43 939 -7324.25 -1,6070.00 919 -1,299

( E )0.00 Area = 30.70 -1,6070.00 919 -1,2990.25 -1,7540.25 918 -1,7190.50 -1,9020.25 897 -2,1760.75 -2,0490.00 857 -2,670

( E' )

Página: 98




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( C' )0.00 Area = 30.70 2,5020.00 2,209 -2,9050.43 2,2490.43 1,692 -1,8870.86 1,9970.86 1,159 -1,0191.29 1,7441.29 577 -2691.71 -1,7371.29 518 -2082.14 -1,9890.86 1,103 -9562.57 -2,2420.43 1,635 -1,8183.00 -2,4950.00 2,155 -2,833

( D )0.00 Area = 30.70 2,0970.00 891 -2,7320.43 1,8460.43 931 -1,8940.85 1,5950.85 915 -1,1631.27 1,3451.27 933 -6301.70 1,0941.70 921 -2302.13 8442.13 802 02.55 -6551.70 849 02.97 -9061.27 896 -213.40 -1,1560.85 988 -3793.83 -1,4070.43 974 -7934.25 -1,6580.00 978 -1,389

( E )0.00 Area = 30.70 -1,6580.00 978 -1,3890.25 -1,8050.25 987 -1,8220.50 -1,9520.25 976 -2,2910.75 -2,1000.00 945 -2,798

( E' )

Página: 99




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( C' )0.00 Area = 30.70 2,4290.00 2,078 -2,7960.43 2,1770.43 1,598 -1,8090.86 1,9240.86 1,099 -9701.29 1,6711.29 557 -2521.71 -1,6441.29 502 -1892.14 -1,8970.86 1,056 -9002.57 -2,1500.43 1,553 -1,7203.00 -2,4030.00 2,039 -2,695

( D )0.00 Area = 30.70 2,0710.00 848 -2,6680.43 1,8200.43 895 -1,8410.85 1,5700.85 886 -1,1201.27 1,3191.27 916 -6021.70 1,0691.70 910 -2122.13 8182.13 800 02.55 -6401.70 851 02.97 -8901.27 884 -113.40 -1,1410.85 966 -3613.83 -1,3910.43 941 -7684.25 -1,6420.00 938 -1,360

( E )0.00 Area = 30.70 -1,6420.00 938 -1,3600.25 -1,7890.25 940 -1,7890.50 -1,9370.25 923 -2,2550.75 -2,0840.00 887 -2,757

( E' )

Página: 100




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( C' )0.00 Area = 30.70 2,2580.00 1,804 -2,5370.43 2,0050.43 1,402 -1,6240.86 1,7530.86 979 -8561.29 1,5001.29 515 -2131.71 -1,4611.29 467 -1532.14 -1,7140.86 947 -7862.57 -1,9660.43 1,368 -1,5263.00 -2,2190.00 1,779 -2,422

( D )0.00 Area = 30.70 2,0090.00 708 -2,5130.43 1,7580.43 780 -1,7120.85 1,5070.85 796 -1,0181.27 1,2571.27 852 -5291.70 1,0061.70 870 -1652.13 7562.13 804 02.55 -5841.70 853 02.97 -8351.27 854 03.40 -1,0850.85 909 -3063.83 -1,3360.43 857 -6894.25 -1,5870.00 830 -1,258

( E )0.00 Area = 30.70 -1,5870.00 830 -1,2580.25 -1,7340.25 817 -1,6740.50 -1,8810.25 785 -2,1250.75 -2,0290.00 733 -2,614

( E' )

Página: 101




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( C' )0.00 Area = 30.70 2,0160.00 1,373 -2,1610.43 1,7630.43 1,091 -1,3510.86 1,5110.86 783 -6811.29 1,2581.29 445 -1471.71 -1,1661.29 428 -1002.14 -1,4190.86 805 -6132.57 -1,6720.43 1,107 -1,2173.00 -1,9250.00 1,410 -1,988

( D )0.00 Area = 30.70 1,9460.00 477 -2,2790.43 1,6570.43 589 -1,5210.85 1,4060.85 644 -8701.27 1,1561.27 739 -4221.70 9051.70 796 -1002.13 6552.13 794 02.55 -4921.70 840 02.97 -7431.27 787 03.40 -9930.85 799 -2183.83 -1,2440.43 705 -5604.25 -1,4950.00 643 -1,098

( E )0.00 Area = 30.70 -1,4950.00 643 -1,0980.25 -1,6420.25 605 -1,4900.50 -1,7890.25 548 -1,9190.75 -1,9850.00 472 -2,385

( E' )

Página: 102




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( C' )0.00 Area = 30.70 1,5480.00 848 -1,4850.43 1,2950.43 720 -8760.86 1,0420.86 581 -4231.29 7891.29 382 -761.71 -8441.29 302 -142.14 -1,0970.86 478 -3742.57 -1,3500.43 620 -8663.00 -1,6020.00 737 -1,499

( D )0.00 Area = 30.70 1,9720.00 118 -1,9240.43 1,6380.43 294 -1,2170.85 1,3040.85 412 -6161.27 1,0371.27 581 -2291.70 7871.70 705 02.13 5362.13 846 02.55 -3341.70 904 02.97 -5851.27 819 03.40 -8350.85 751 -703.83 -1,0860.43 606 -3504.25 -1,3690.00 456 -786

( E )0.00 Area = 30.70 -1,3690.00 456 -7860.25 -1,5650.25 386 -1,1390.50 -1,7620.25 298 -1,5280.75 -1,9580.00 189 -1,954

( E' )

Página: 103



PORTICO: 5 NIVEL: 1 VIGA: 1V-5(B'-E')

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,3460.00 2,042 -2,6130.41 2,1060.41 1,581 -1,7070.81 1,8660.81 1,118 -9491.22 1,6261.22 596 -2821.63 -1,6421.22 426 -1172.04 -1,8820.81 942 -7882.44 -2,1220.41 1,405 -1,5562.85 -2,3620.00 1,864 -2,469

( F )0.00 Area = 30.70 3,8850.00 3,177 -3,4820.27 3,7270.27 2,364 -2,4640.54 3,5700.54 1,540 -1,5000.80 3,4120.27 704 -5891.07 -3,3620.00 338 -213

( C )0.00 Area = 30.70 -3,3620.00 338 -2130.23 -3,4990.23 1,078 -9970.47 -3,6360.47 1,790 -1,8010.70 -3,7730.23 2,510 -2,6630.93 -3,9100.00 3,213 -3,556

( C' )0.00 Area = 30.70 1,7090.00 1,046 -1,6500.43 1,4570.43 838 -9710.86 1,2040.86 625 -4531.29 9511.29 343 -341.71 -1,0351.29 414 -1322.14 -1,2880.86 660 -5712.57 -1,5410.43 879 -1,1503.00 -1,7930.00 1,068 -1,865

( D )0.00 Area = 30.70 2,0740.00 834 -2,6770.43 1,8240.43 886 -1,8490.85 1,5730.85 880 -1,1271.27 1,3231.27 911 -6051.70 1,0721.70 911 -2152.13 8212.13 804 02.55 -6271.70 858 02.97 -8781.27 885 03.40 -1,1280.85 968 -3453.83 -1,3790.43 944 -7484.25 -1,6300.00 934 -1,327

( E )0.00 Area = 30.70 -1,6300.00 934 -1,3270.25 -1,7770.25 936 -1,7530.50 -1,9240.25 919 -2,2160.75 -2,0720.00 882 -2,715

( E' )

Página: 104




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,5020.00 2,266 -2,8400.41 2,2620.41 1,740 -1,8700.81 2,0220.81 1,213 -1,0481.22 1,7821.22 627 -3181.63 -1,7991.22 453 -1492.04 -2,0390.81 1,032 -8832.44 -2,2790.41 1,561 -1,7172.85 -2,5190.00 2,082 -2,694

( F )0.00 Area = 30.70 4,5330.00 3,849 -4,1160.27 4,3760.27 2,853 -2,9250.54 4,2180.54 1,853 -1,7930.80 4,0600.27 832 -7061.07 -4,0530.00 397 -270

( C )0.00 Area = 30.70 -4,0530.00 397 -2700.23 -4,1900.23 1,288 -1,2130.47 -4,3270.47 2,155 -2,1800.70 -4,4640.23 3,028 -3,2020.93 -4,6010.00 3,884 -4,256

( C' )0.00 Area = 30.70 1,5310.00 753 -1,3770.43 1,2790.43 629 -7750.86 1,0260.86 498 -3321.29 7731.29 304 01.71 -8331.29 382 -882.14 -1,0860.86 551 -4432.57 -1,3390.43 686 -9303.00 -1,5910.00 796 -1,558

( D )0.00 Area = 30.70 2,1550.00 1,068 -2,8920.43 1,9040.43 1,080 -2,0290.85 1,6530.85 1,036 -1,2731.27 1,4031.27 1,029 -7181.70 1,1521.70 988 -2932.13 9022.13 841 02.55 -7231.70 848 02.97 -9731.27 909 -383.40 -1,2240.85 1,026 -4243.83 -1,4740.43 1,036 -8664.25 -1,7250.00 1,069 -1,494

( E )0.00 Area = 30.70 -1,7250.00 1,069 -1,4940.25 -1,8720.25 1,093 -1,9430.50 -2,0200.25 1,097 -2,4300.75 -2,1670.00 1,081 -2,953

( E' )

Página: 105




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,5220.00 2,298 -2,8710.41 2,2820.41 1,764 -1,8930.81 2,0420.81 1,229 -1,0631.22 1,8021.22 635 -3251.63 -1,8191.22 454 -1492.04 -2,0590.81 1,041 -8912.44 -2,2990.41 1,578 -1,7332.85 -2,5390.00 2,107 -2,718

( F )0.00 Area = 30.70 4,7430.00 4,062 -4,3140.27 4,5860.27 3,005 -3,0660.54 4,4280.54 1,947 -1,8810.80 4,2700.27 864 -7361.07 -4,2830.00 424 -299

( C )0.00 Area = 30.70 -4,2830.00 424 -2990.23 -4,4200.23 1,364 -1,2940.47 -4,5580.47 2,283 -2,3160.70 -4,6950.23 3,206 -3,3920.93 -4,8320.00 4,111 -4,499

( C' )0.00 Area = 30.70 1,3600.00 491 -1,1160.43 1,1070.43 441 -5880.86 8550.86 383 -2181.29 6021.29 271 01.71 -6621.29 349 -572.14 -9150.86 444 -3382.57 -1,1670.43 506 -7523.00 -1,4200.00 543 -1,306

( D )0.00 Area = 30.70 2,1870.00 1,175 -2,9780.43 1,9370.43 1,170 -2,1010.85 1,6860.85 1,108 -1,3311.27 1,4361.27 1,088 -7661.70 1,1851.70 1,028 -3252.13 9342.13 863 02.55 -7661.70 849 02.97 -1,0161.27 921 -523.40 -1,2670.85 1,051 -4553.83 -1,5170.43 1,076 -9144.25 -1,7680.00 1,127 -1,563

( E )0.00 Area = 30.70 -1,7680.00 1,127 -1,5630.25 -1,9150.25 1,159 -2,0230.50 -2,0630.25 1,171 -2,5210.75 -2,2100.00 1,164 -3,055

( E' )

Página: 106




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,4440.00 2,189 -2,7590.41 2,2040.41 1,687 -1,8130.81 1,9630.81 1,184 -1,0161.22 1,7231.22 621 -3091.63 -1,7411.22 439 -1322.04 -1,9810.81 994 -8422.44 -2,2210.41 1,498 -1,6522.85 -2,4610.00 1,996 -2,605

( F )0.00 Area = 30.70 4,6290.00 3,953 -4,1950.27 4,4720.27 2,924 -2,9780.54 4,3140.54 1,894 -1,8240.80 4,1560.27 838 -7091.07 -4,1830.00 421 -297

( C )0.00 Area = 30.70 -4,1830.00 421 -2970.23 -4,3200.23 1,334 -1,2680.47 -4,4570.47 2,229 -2,2690.70 -4,5940.23 3,126 -3,3210.93 -4,7320.00 4,006 -4,405

( C' )0.00 Area = 30.70 1,1790.00 224 -8480.43 9270.43 250 -3970.86 6740.86 269 -1041.29 4211.29 270 01.71 -4841.29 308 -182.14 -7370.86 326 -2232.57 -9890.43 312 -5613.00 -1,2420.00 271 -1,039

( D )0.00 Area = 30.70 2,1670.00 1,143 -2,9300.43 1,9170.43 1,144 -2,0620.85 1,6660.85 1,089 -1,3001.27 1,4161.27 1,077 -7461.70 1,1651.70 1,023 -3132.13 9152.13 863 02.55 -7531.70 851 02.97 -1,0041.27 909 -413.40 -1,2540.85 1,032 -4383.83 -1,5050.43 1,048 -8914.25 -1,7550.00 1,092 -1,536

( E )0.00 Area = 30.70 -1,7550.00 1,092 -1,5360.25 -1,9030.25 1,120 -1,9940.50 -2,0500.25 1,128 -2,4880.75 -2,1980.00 1,117 -3,019

( E' )

Página: 107




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,2830.00 1,929 -2,5130.41 2,0430.41 1,494 -1,6320.81 1,8030.81 1,055 -8981.22 1,5631.22 561 -2571.63 -1,5741.22 423 -1232.04 -1,8150.81 913 -7662.44 -2,0550.41 1,352 -1,5092.85 -2,2950.00 1,784 -2,394

( F )0.00 Area = 30.70 4,3190.00 3,671 -3,8930.27 4,1620.27 2,721 -2,7580.54 4,0040.54 1,773 -1,6910.80 3,8460.27 795 -6581.07 -3,8940.00 391 -264

( C )0.00 Area = 30.70 -3,8940.00 391 -2640.23 -4,0320.23 1,233 -1,1670.47 -4,1690.47 2,056 -2,1000.70 -4,3060.23 2,882 -3,0850.93 -4,4430.00 3,692 -4,102

( C' )0.00 Area = 30.70 1,1550.00 0 -5770.43 8180.43 44 -2040.86 4910.86 148 01.29 2381.29 273 01.71 -2741.29 265 02.14 -5290.86 204 -802.57 -8660.43 103 -3223.00 -1,2030.00 0 -710

( D )0.00 Area = 30.70 2,1020.00 997 -2,7770.43 1,8510.43 1,022 -1,9360.85 1,6010.85 991 -1,2031.27 1,3501.27 1,002 -6751.70 1,1001.70 971 -2692.13 8492.13 834 02.55 -6991.70 838 02.97 -9491.27 868 -183.40 -1,2000.85 962 -3913.83 -1,4500.43 951 -8204.25 -1,7010.00 976 -1,450

( E )0.00 Area = 30.70 -1,7010.00 976 -1,4500.25 -1,8480.25 988 -1,8930.50 -1,9960.25 981 -2,3740.75 -2,1430.00 953 -2,891

( E' )

Página: 108




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 1,7520.00 1,268 -1,7870.41 1,5120.41 1,041 -1,1220.81 1,2720.81 824 -6181.22 1,0321.22 535 -1911.63 -1,0711.22 288 02.04 -1,3110.81 558 -3892.44 -1,5510.41 778 -9202.85 -1,7910.00 996 -1,601

( F )0.00 Area = 30.70 3,2340.00 2,476 -2,7540.27 3,0760.27 1,825 -1,9100.54 2,9190.54 1,165 -1,1210.80 2,7610.27 488 -3811.07 -2,7680.00 369 -264

( C )0.00 Area = 30.70 -2,7680.00 369 -2640.23 -2,9050.23 959 -9070.47 -3,0420.47 1,532 -1,5820.70 -3,1790.23 2,103 -2,3050.93 -3,3160.00 2,658 -3,060

( C' )0.00 Area = 30.70 1,0900.00 173 -7390.43 7660.43 245 -3560.86 5140.86 313 -1361.29 2611.29 306 -71.71 -3941.29 222 02.14 -6470.86 92 -462.57 -9310.43 33 -3633.00 -1,2680.00 0 -803

( D )0.00 Area = 30.70 2,0060.00 715 -2,5070.43 1,7550.43 795 -1,7070.85 1,5050.85 818 -1,0151.27 1,2541.27 894 -5371.70 1,0031.70 922 -1762.13 7532.13 846 02.55 -5591.70 901 02.97 -8101.27 851 03.40 -1,0600.85 905 -2333.83 -1,3110.43 852 -6074.25 -1,5620.00 798 -1,143

( E )0.00 Area = 30.70 -1,5620.00 798 -1,1430.25 -1,7090.25 783 -1,5520.50 -1,8560.25 749 -1,9970.75 -2,0040.00 695 -2,480

( E' )

Página: 109



PORTICO: 6 NIVEL: 1 VIGA: 1V-6(B'-D)

PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,6330.00 2,433 -3,0040.41 2,3930.41 1,844 -1,9810.81 2,1530.81 1,246 -1,1001.22 1,9131.22 592 -3131.63 -1,9661.22 501 -2392.04 -2,2060.81 1,133 -1,0382.44 -2,4460.41 1,735 -1,9552.85 -2,6860.00 2,313 -3,000

( F )0.00 Area = 30.70 2,1140.00 901 -2,7590.27 1,9560.27 931 -2,2140.54 1,7980.54 939 -1,7120.80 1,6410.27 924 -1,2521.07 1,4830.00 902 -850

( C )0.00 Area = 30.70 1,4830.00 902 -8500.23 1,3460.23 936 -6060.47 1,2090.47 938 -3790.70 1,0720.23 909 -1690.93 9350.00 847 0

( C' )0.00 Area = 30.70 9350.00 847 00.43 6820.43 857 00.86 -8390.86 875 01.29 -1,0921.29 1,004 -2881.71 -1,3451.29 1,026 -6932.14 -1,5970.86 1,005 -1,2222.57 -1,8500.43 1,028 -1,9613.00 -2,1030.00 993 -2,808

( D )

Página: 110




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,8030.00 2,604 -3,2390.41 2,5630.41 1,964 -2,1470.81 2,3230.81 1,309 -1,1891.22 2,0831.22 612 -3381.63 -2,0721.22 544 -2672.04 -2,3130.81 1,246 -1,1152.44 -2,5530.41 1,900 -2,0662.85 -2,7930.00 2,542 -3,154

( F )0.00 Area = 30.70 2,1670.00 1,067 -2,9050.27 2,0100.27 1,080 -2,3460.54 1,8520.54 1,070 -1,8300.80 1,6940.27 1,038 -1,3551.07 1,5370.00 1,001 -941

( C )0.00 Area = 30.70 1,5370.00 1,001 -9410.23 1,3990.23 1,019 -6840.47 1,2620.47 1,005 -4430.70 1,1250.23 959 -2200.93 9880.00 881 -13

( C' )0.00 Area = 30.70 9880.00 881 -130.43 7360.43 849 00.86 -9090.86 881 01.29 -1,1611.29 1,034 -3371.71 -1,4141.29 1,079 -7702.14 -1,6670.86 1,090 -1,3372.57 -1,9190.43 1,137 -2,1053.00 -2,1720.00 1,127 -2,982

( D )

Página: 111




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,8420.00 2,639 -3,2980.41 2,6020.41 1,990 -2,1900.81 2,3620.81 1,323 -1,2131.22 2,1221.22 618 -3481.63 -2,0901.22 549 -2692.04 -2,3300.81 1,266 -1,1262.44 -2,5700.41 1,932 -2,0812.85 -2,8100.00 2,587 -3,177

( F )0.00 Area = 30.70 2,1870.00 1,135 -2,9510.27 2,0290.27 1,140 -2,3870.54 1,8720.54 1,123 -1,8650.80 1,7140.27 1,083 -1,3851.07 1,5560.00 1,043 -970

( C )0.00 Area = 30.70 1,5560.00 1,043 -9700.23 1,4190.23 1,054 -7070.47 1,2820.47 1,033 -4620.70 1,1450.23 980 -2330.93 1,0080.00 895 -21

( C' )0.00 Area = 30.70 1,0080.00 895 -210.43 7550.43 852 00.86 -9390.86 892 01.29 -1,1911.29 1,053 -3601.71 -1,4441.29 1,106 -8062.14 -1,6970.86 1,129 -1,3872.57 -1,9490.43 1,186 -2,1693.00 -2,2020.00 1,185 -3,058

( D )

Página: 112




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,7280.00 2,460 -3,1350.41 2,4880.41 1,862 -2,0740.81 2,2480.81 1,243 -1,1411.22 2,0081.22 591 -3241.63 -1,9621.22 525 -2442.04 -2,2020.81 1,196 -1,0512.44 -2,4420.41 1,812 -1,9522.85 -2,6820.00 2,420 -2,995

( F )0.00 Area = 30.70 2,1530.00 1,066 -2,8650.27 1,9950.27 1,079 -2,3100.54 1,8380.54 1,069 -1,7980.80 1,6800.27 1,037 -1,3271.07 1,5220.00 1,008 -924

( C )0.00 Area = 30.70 1,5220.00 1,008 -9240.23 1,3850.23 1,025 -6690.47 1,2480.47 1,010 -4310.70 1,1110.23 963 -2100.93 9740.00 885 -6

( C' )0.00 Area = 30.70 9740.00 885 -60.43 7210.43 854 00.86 -9120.86 880 01.29 -1,1651.29 1,026 -3361.71 -1,4171.29 1,065 -7692.14 -1,6700.86 1,075 -1,3402.57 -1,9230.43 1,118 -2,1103.00 -2,1750.00 1,104 -2,988

( D )

Página: 113




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,5090.00 2,075 -2,8080.41 2,2690.41 1,585 -1,8350.81 2,0290.81 1,067 -9851.22 1,7881.22 527 -2631.63 -1,6851.22 496 -2002.04 -1,9250.81 1,078 -8992.44 -2,1650.41 1,589 -1,6782.85 -2,4050.00 2,102 -2,608

( F )0.00 Area = 30.70 2,0700.00 881 -2,6780.27 1,9120.27 914 -2,1450.54 1,7550.54 925 -1,6540.80 1,5970.27 913 -1,2061.07 1,4390.00 902 -824

( C )0.00 Area = 30.70 1,4390.00 902 -8240.23 1,3020.23 937 -5870.47 1,1650.47 939 -3680.70 1,0280.23 909 -1660.93 8910.00 848 0

( C' )0.00 Area = 30.70 8910.00 848 00.43 6380.43 842 00.86 -8380.86 831 01.29 -1,0911.29 942 -2711.71 -1,3431.29 945 -6722.14 -1,5960.86 928 -1,2182.57 -1,8490.43 936 -1,9563.00 -2,1010.00 887 -2,803

( D )

Página: 114




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 1,8940.00 1,390 -1,9710.41 1,6540.41 1,101 -1,2490.81 1,4140.81 800 -6651.22 1,1741.22 446 -1791.63 -1,2291.22 331 -822.04 -1,4690.81 663 -5802.44 -1,7090.41 968 -1,2012.85 -1,9490.00 1,245 -1,946

( F )0.00 Area = 30.70 1,9700.00 446 -2,2430.27 1,7660.27 526 -1,7500.54 1,6080.54 584 -1,2990.80 1,4500.27 620 -8901.07 1,2920.00 666 -556

( C )0.00 Area = 30.70 1,2920.00 666 -5560.23 1,1550.23 743 -3560.47 1,0180.47 789 -1730.70 8810.23 802 -70.93 7440.00 805 0

( C' )0.00 Area = 30.70 7440.00 805 00.43 4910.43 904 00.86 -6520.86 857 01.29 -9051.29 893 -1261.71 -1,1581.29 833 -4512.14 -1,4110.86 716 -8852.57 -1,6630.43 657 -1,5443.00 -1,9610.00 541 -2,311

( D )

Página: 115




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,3530.00 2,113 -2,6200.41 2,1130.41 1,619 -1,7110.81 1,8730.81 1,125 -9521.22 1,6321.22 561 -2741.63 -1,7441.22 429 -1772.04 -1,9840.81 947 -8802.44 -2,2240.41 1,449 -1,7162.85 -2,4640.00 1,919 -2,670

( F )0.00 Area = 30.70 2,3560.00 1,543 -3,3660.27 2,1980.27 1,504 -2,7570.54 2,0410.54 1,444 -2,1900.80 1,8830.27 1,360 -1,6651.07 1,7250.00 1,276 -1,204

( C )0.00 Area = 30.70 1,7250.00 1,276 -1,2040.23 1,5880.23 1,249 -9030.47 1,4510.47 1,191 -6180.70 1,3140.23 1,100 -3510.93 1,1770.00 978 -100

( C' )0.00 Area = 30.70 1,1770.00 978 -1000.43 9240.43 858 00.86 -1,1000.86 959 -311.29 -1,3531.29 1,193 -4881.71 -1,6051.29 1,318 -1,0032.14 -1,8580.86 1,409 -1,6502.57 -2,1110.43 1,537 -2,5003.00 -2,3630.00 1,608 -3,459

( D )

Página: 116




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 2,0320.00 1,623 -2,1540.41 1,7910.41 1,268 -1,3760.81 1,5510.81 912 -7461.22 1,3111.22 491 -2011.63 -1,3951.22 373 -1092.04 -1,6350.81 760 -6722.44 -1,8750.41 1,122 -1,3602.85 -2,1150.00 1,459 -2,172

( F )0.00 Area = 30.70 2,4880.00 1,929 -3,7170.27 2,3310.27 1,850 -3,0720.54 2,1730.54 1,749 -2,4700.80 2,0150.27 1,625 -1,9101.07 1,8580.00 1,506 -1,418

( C )0.00 Area = 30.70 1,8580.00 1,506 -1,4180.23 1,7210.23 1,443 -1,0850.47 1,5830.47 1,348 -7680.70 1,4460.23 1,221 -4680.93 1,3090.00 1,062 -186

( C' )0.00 Area = 30.70 1,3090.00 1,062 -1860.43 1,0570.43 850 00.86 -1,2560.86 987 -751.29 -1,5091.29 1,277 -5971.71 -1,7621.29 1,459 -1,1772.14 -2,0140.86 1,619 -1,9002.57 -2,2670.43 1,806 -2,8183.00 -2,5200.00 1,936 -3,844

( D )

Página: 117




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 1,7650.00 1,252 -1,7830.41 1,5250.41 1,006 -1,1130.81 1,2850.81 758 -5921.22 1,0451.22 444 -1551.63 -1,1291.22 310 -472.04 -1,3690.81 589 -5022.44 -1,6090.41 843 -1,0822.85 -1,8500.00 1,071 -1,786

( F )0.00 Area = 30.70 2,5450.00 2,111 -3,8650.27 2,3870.27 2,013 -3,2050.54 2,2290.54 1,894 -2,5880.80 2,0720.27 1,751 -2,0131.07 1,9140.00 1,619 -1,512

( C )0.00 Area = 30.70 1,9140.00 1,619 -1,5120.23 1,7770.23 1,539 -1,1650.47 1,6400.47 1,428 -8340.70 1,5030.23 1,284 -5200.93 1,3660.00 1,108 -224

( C' )0.00 Area = 30.70 1,3660.00 1,108 -2240.43 1,1130.43 852 00.86 -1,3290.86 999 -911.29 -1,5821.29 1,314 -6431.71 -1,8351.29 1,520 -1,2522.14 -2,0870.86 1,710 -2,0112.57 -2,3400.43 1,923 -2,9593.00 -2,5930.00 2,079 -4,016

( D )

Página: 118




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 1,4690.00 835 -1,3620.41 1,2290.41 708 -8130.81 9890.81 579 -4121.22 7491.22 385 -961.63 -8371.22 248 02.04 -1,0770.81 407 -3222.44 -1,3170.41 541 -7842.85 -1,5570.00 649 -1,369

( F )0.00 Area = 30.70 2,5270.00 2,094 -3,8230.27 2,3700.27 1,999 -3,1680.54 2,2120.54 1,881 -2,5550.80 2,0540.27 1,741 -1,9851.07 1,8970.00 1,616 -1,494

( C )0.00 Area = 30.70 1,8970.00 1,616 -1,4940.23 1,7590.23 1,538 -1,1490.47 1,6220.47 1,427 -8220.70 1,4850.23 1,284 -5120.93 1,3480.00 1,110 -219

( C' )0.00 Area = 30.70 1,3480.00 1,110 -2190.43 1,0960.43 854 00.86 -1,3240.86 992 -841.29 -1,5761.29 1,299 -6321.71 -1,8291.29 1,497 -1,2382.14 -2,0820.86 1,683 -1,9972.57 -2,3350.43 1,891 -2,9443.00 -2,5870.00 2,040 -3,998

( D )

Página: 119




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 1,1220.00 286 -8450.41 8820.41 311 -4370.81 6420.81 331 -1741.22 4021.22 292 -21.63 -4561.22 238 02.04 -6960.81 218 -1112.44 -9360.41 201 -4112.85 -1,1760.00 165 -841

( F )0.00 Area = 30.70 2,4400.00 1,905 -3,6200.27 2,2820.27 1,831 -2,9880.54 2,1240.54 1,734 -2,3990.80 1,9670.27 1,614 -1,8521.07 1,8090.00 1,510 -1,385

( C )0.00 Area = 30.70 1,8090.00 1,510 -1,3850.23 1,6720.23 1,448 -1,0600.47 1,5350.47 1,354 -7530.70 1,3980.23 1,229 -4620.93 1,2600.00 1,071 -188

( C' )0.00 Area = 30.70 1,2600.00 1,071 -1880.43 1,0080.43 842 00.86 -1,2510.86 944 -551.29 -1,5041.29 1,213 -5711.71 -1,7571.29 1,375 -1,1442.14 -2,0090.86 1,533 -1,8812.57 -2,2620.43 1,704 -2,7963.00 -2,5150.00 1,818 -3,820

( D )

Página: 120




PROGRESIVAmetros

VUkgf

MU(I)kgf-m

MU(S)kgf-m

AS(I)cm2

AS(S)cm2

MC1kgf-m

MC2kgf-m

E(3/8)@


( B' )0.00 Area = 30.70 9970.00 0 -3790.41 6770.41 29 -720.81 3570.81 199 01.22 901.22 284 01.63 -2831.22 272 -392.04 -6030.81 162 -1362.44 -9230.41 56 -3872.85 -1,2430.00 0 -743

( F )0.00 Area = 30.70 2,2740.00 1,451 -3,1830.27 2,1170.27 1,430 -2,5950.54 1,9590.54 1,387 -2,0500.80 1,8010.27 1,321 -1,5481.07 1,6430.00 1,276 -1,131

( C )0.00 Area = 30.70 1,6430.00 1,276 -1,1310.23 1,5060.23 1,264 -8470.47 1,3690.47 1,219 -5810.70 1,2320.23 1,143 -3310.93 1,0950.00 1,034 -98

( C' )0.00 Area = 30.70 1,0950.00 1,034 -980.43 8420.43 902 00.86 -1,0400.86 909 01.29 -1,2931.29 1,107 -3661.71 -1,5451.29 1,197 -8532.14 -1,7980.86 1,246 -1,4652.57 -2,0510.43 1,341 -2,2893.00 -2,3030.00 1,379 -3,222

( D )

Pági

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IN cm2

AMAX

cm2

AST.

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AS/C

cm2

PORC

A11-

SUP

8,42

66

AREA

= 8

7.58

-5,7

90-1

,087

A12-

SUP

4,17

86

AREA

= 8

7.58

294

-815

A13-

SUP

8,46

26

AREA

= 8

7.58

-8,9

79-8

15A1

4-SU

P5,

676

6AR

EA =

87.

58-4

,342

599

A15-

SUP

6,96

46

AREA

= 8

7.58

-4,3

42-2

,229

A16-

SUP

1,22

96

AREA

= 8

7.58

2,32

1-4

35A1

7-SU

P5,

512

6AR

EA =

87.

58-6

,953

-435

A18-

SUP

2,72

66

AREA

= 8

7.58

-2,3

1698

0A1

9-SU

P4,

015

6AR

EA =

87.

58-2

,316

-1,8

49

A11-

INF

8,83

06

AREA

= 8

7.58

4,42

769

4A1

2-IN

F4,

481

6AR

EA =

87.

58-3

9152

0A1

3-IN

F8,

765

6AR

EA =

87.

587,

032

520

A14-

INF

5,97

96

AREA

= 8

7.58

3,32

135

5A1

5-IN

F7,

267

6AR

EA =

87.

583,

321

685

A16-

INF

1,39

06

AREA

= 8

7.58

-1,9

4027

8A1

7-IN

F5,

674

6AR

EA =

87.

585,

482

278

A18-

INF

2,88

86

AREA

= 8

7.58

1,77

111

3A1

9-IN

F4,

176

6AR

EA =

87.

581,

771

443

A11-

SUP

18,0

055

AREA

= 8

7.58

-3,4

87-5

20A1

2-SU

P7,

585

5AR

EA =

87.

582,

023

-390

A13-

SUP

19,4

235

AREA

= 8

7.58

-7,2

54-3

90A1

4-SU

P11

,875

5AR

EA =

87.

58-2

,615

1,56

5A1

5-SU

P15

,133

5AR

EA =

87.

58-2

,615

-2,3

45A1

6-SU

P1,

283

5AR

EA =

87.

583,

244

-208

A17-

SUP

13,1

225

AREA

= 8

7.58

-6,0

33-2

08A1

8-SU

P5,

573

5AR

EA =

87.

58-1

,395

1,74

7A1

9-SU

P8,

831

5AR

EA =

87.

58-1

,395

-2,1

63

A11-

INF

18,4

105

AREA

= 8

7.58

3,72

058

5A1

2-IN

F7,

888

5AR

EA =

87.

58-1

,593

438

A13-

INF

19,7

275

AREA

= 8

7.58

7,17

343

8

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AMAX

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PORC

A14-

INF

12,1

785

AREA

= 8

7.58

2,79

0-3

59A1

5-IN

F15

,436

5AR

EA =

87.

582,

790

1,23

6A1

6-IN

F1,

444

5AR

EA =

87.

58-2

,895

234

A17-

INF

13,2

835

AREA

= 8

7.58

5,87

123

4A1

8-IN

F5,

735

5AR

EA =

87.

581,

488

-563

A19-

INF

8,99

35

AREA

= 8

7.58

1,48

81,

031

A11-

SUP

27,3

984

AREA

= 8

7.58

-3,6

97-6

03A1

2-SU

P10

,303

4AR

EA =

87.

582,

414

-452

A13-

SUP

30,7

934

AREA

= 8

7.58

-7,9

60-4

52A1

4-SU

P17

,662

4AR

EA =

87.

58-2

,773

1,46

3A1

5-SU

P23

,434

4AR

EA =

87.

58-2

,773

-2,3

67A1

6-SU

P71

44

AREA

= 8

7.58

3,70

8-2

41A1

7-SU

P21

,204

4AR

EA =

87.

58-6

,666

-241

A18-

SUP

8,07

34

AREA

= 8

7.58

-1,4

791,

674

A19-

SUP

13,8

454

AREA

= 8

7.58

-1,4

79-2

,156

A11-

INF

27,8

024

AREA

= 8

7.58

3,68

159

4A1

2-IN

F10

,606

4AR

EA =

87.

58-2

,230

445

A13-

INF

31,0

964

AREA

= 8

7.58

7,75

244

5A1

4-IN

F17

,966

4AR

EA =

87.

582,

761

-754

A15-

INF

23,7

374

AREA

= 8

7.58

2,76

11,

644

A16-

INF

876

4AR

EA =

87.

58-3

,519

237

A17-

INF

21,3

664

AREA

= 8

7.58

6,46

423

7A1

8-IN

F8,

235

4AR

EA =

87.

581,

472

-961

A19-

INF

14,0

074

AREA

= 8

7.58

1,47

21,

436

A11-

SUP

36,6

353

AREA

= 8

7.58

-3,4

24-5

84A1

2-SU

P12

,561

3AR

EA =

87.

582,

791

-438

A13-

SUP

42,3

923

AREA

= 8

7.58

-7,9

27-4

38A1

4-SU

P23

,157

3AR

EA =

87.

58-2

,568

1,45

6A1

5-SU

P31

,796

3AR

EA =

87.

58-2

,568

-2,3

32

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SOPU kg

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UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A16-

SUP

-261

3AR

EA =

87.

583,

989

-234

A17-

SUP

29,5

693

AREA

= 8

7.58

-6,7

28-2

34A1

8-SU

P10

,335

3AR

EA =

87.

58-1

,370

1,66

0A1

9-SU

P18

,973

3AR

EA =

87.

58-1

,370

-2,1

27

A11-

INF

37,0

393

AREA

= 8

7.58

3,41

757

6A1

2-IN

F12

,864

3AR

EA =

87.

58-2

,679

432

A13-

INF

42,6

953

AREA

= 8

7.58

7,80

443

2A1

4-IN

F23

,460

3AR

EA =

87.

582,

562

-1,1

42A1

5-IN

F32

,099

3AR

EA =

87.

582,

562

2,00

6A1

6-IN

F-1

003

AREA

= 8

7.58

-3,8

7523

0A1

7-IN

F29

,731

3AR

EA =

87.

586,

608

230

A18-

INF

10,4

963

AREA

= 8

7.58

1,36

7-1

,343

A19-

INF

19,1

353

AREA

= 8

7.58

1,36

71,

804

A11-

SUP

45,6

612

AREA

= 8

7.58

-3,2

54-5

88A1

2-SU

P14

,588

2AR

EA =

87.

582,

852

-441

A13-

SUP

53,9

042

AREA

= 8

7.58

-7,7

33-4

41A1

4-SU

P28

,410

2AR

EA =

87.

58-2

,441

1,25

6A1

5-SU

P40

,082

2AR

EA =

87.

58-2

,441

-2,1

38A1

6-SU

P-1

,394

2AR

EA =

87.

583,

990

-235

A17-

SUP

37,9

232

AREA

= 8

7.58

-6,5

94-2

35A1

8-SU

P12

,429

2AR

EA =

87.

58-1

,302

1,46

2A1

9-SU

P24

,100

2AR

EA =

87.

58-1

,302

-1,9

32

A11-

INF

46,0

662

AREA

= 8

7.58

3,47

463

6A1

2-IN

F14

,891

2AR

EA =

87.

58-2

,782

477

A13-

INF

54,2

082

AREA

= 8

7.58

7,99

247

7A1

4-IN

F28

,713

2AR

EA =

87.

582,

605

-1,5

90A1

5-IN

F40

,385

2AR

EA =

87.

582,

605

2,54

3A1

6-IN

F-1

,232

2AR

EA =

87.

58-3

,997

254

A17-

INF

38,0

852

AREA

= 8

7.58

6,77

625

4A1

8-IN

F12

,590

2AR

EA =

87.

581,

390

-1,8

12

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2AM

IN cm2

AMAX

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AST.

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AS/C

cm2

PORC

A19-

INF

24,2

622

AREA

= 8

7.58

1,39

02,

320

A11-

SUP

54,3

601

AREA

= 8

7.58

-2,4

10-4

94A1

2-SU

P16

,951

1AR

EA =

87.

582,

093

-371

A13-

SUP

64,5

891

AREA

= 8

7.58

-5,7

07-3

71A1

4-SU

P33

,514

1AR

EA =

87.

58-1

,807

636

A15-

SUP

48,0

261

AREA

= 8

7.58

-1,8

07-1

,377

A16-

SUP

-2,0

751

AREA

= 8

7.58

2,93

6-1

98A1

7-SU

P45

,563

1AR

EA =

87.

58-4

,864

-198

A18-

SUP

14,4

881

AREA

= 8

7.58

-964

809

A19-

SUP

29,0

001

AREA

= 8

7.58

-964

-1,2

04

A11-

INF

54,7

641

AREA

= 8

7.58

1,38

725

8A1

2-IN

F17

,254

1AR

EA =

87.

58-4

,791

194

A13-

INF

64,8

921

AREA

= 8

7.58

6,87

219

4A1

4-IN

F33

,817

1AR

EA =

87.

581,

040

-6,8

01A1

5-IN

F48

,329

1AR

EA =

87.

581,

040

7,18

9A1

6-IN

F-1

,913

1AR

EA =

87.

58-5

,276

103

A17-

INF

45,7

241

AREA

= 8

7.58

6,38

610

3A1

8-IN

F14

,649

1AR

EA =

87.

5855

5-6

,891

A19-

INF

29,1

621

AREA

= 8

7.58

555

7,09

8

Pági

na:

5

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A21-

SUP

13,4

666

AREA

= 8

7.58

1,52

5-1

,087

A22-

SUP

10,6

436

AREA

= 8

7.58

5,18

2-8

15A2

3-SU

P9,

556

6AR

EA =

87.

58-2

,896

-815

A24-

SUP

9,56

56

AREA

= 8

7.58

1,14

335

8A2

5-SU

P10

,634

6AR

EA =

87.

581,

143

-1,9

88A2

6-SU

P5,

930

6AR

EA =

87.

584,

649

-435

A27-

SUP

4,84

36

AREA

= 8

7.58

-3,4

29-4

35A2

8-SU

P4,

852

6AR

EA =

87.

5861

073

8A2

9-SU

P5,

920

6AR

EA =

87.

5861

0-1

,608

A21-

INF

13,8

706

AREA

= 8

7.58

-868

694

A22-

INF

10,9

466

AREA

= 8

7.58

-4,1

1852

0A2

3-IN

F9,

859

6AR

EA =

87.

582,

816

520

A24-

INF

9,86

86

AREA

= 8

7.58

-651

385

A25-

INF

10,9

376

AREA

= 8

7.58

-651

656

A26-

INF

6,09

16

AREA

= 8

7.58

-3,8

1427

8A2

7-IN

F5,

005

6AR

EA =

87.

583,

120

278

A28-

INF

5,01

46

AREA

= 8

7.58

-347

142

A29-

INF

6,08

26

AREA

= 8

7.58

-347

413

A21-

SUP

25,9

105

AREA

= 8

7.58

394

-520

A22-

SUP

16,8

815

AREA

= 8

7.58

4,95

4-3

90A2

3-SU

P21

,984

5AR

EA =

87.

58-4

,364

-390

A24-

SUP

18,0

815

AREA

= 8

7.58

295

1,23

5A2

5-SU

P20

,784

5AR

EA =

87.

5829

5-2

,014

A26-

SUP

7,81

25

AREA

= 8

7.58

4,81

7-2

08A2

7-SU

P12

,916

5AR

EA =

87.

58-4

,502

-208

A28-

SUP

9,01

25

AREA

= 8

7.58

157

1,41

6A2

9-SU

P11

,716

5AR

EA =

87.

5815

7-1

,832

A21-

INF

26,3

145

AREA

= 8

7.58

-534

585

A22-

INF

17,1

845

AREA

= 8

7.58

-4,8

3743

8A2

3-IN

F22

,287

5AR

EA =

87.

584,

036

438

Pági

na:

6

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A24-

INF

18,3

845

AREA

= 8

7.58

-401

-223

A25-

INF

21,0

875

AREA

= 8

7.58

-401

1,10

0A2

6-IN

F7,

974

5AR

EA =

87.

58-4

,650

234

A27-

INF

13,0

775

AREA

= 8

7.58

4,22

223

4A2

8-IN

F9,

174

5AR

EA =

87.

58-2

14-4

28A2

9-IN

F11

,877

5AR

EA =

87.

58-2

1489

5

A21-

SUP

38,6

534

AREA

= 8

7.58

809

-603

A22-

SUP

18,0

844

AREA

= 8

7.58

5,96

8-4

52A2

3-SU

P39

,895

4AR

EA =

87.

58-4

,755

-452

A24-

SUP

26,5

944

AREA

= 8

7.58

607

1,13

8A2

5-SU

P31

,384

4AR

EA =

87.

5860

7-2

,042

A26-

SUP

4,55

64

AREA

= 8

7.58

5,68

5-2

41A2

7-SU

P26

,366

4AR

EA =

87.

58-5

,038

-241

A28-

SUP

13,0

664

AREA

= 8

7.58

324

1,34

9A2

9-SU

P17

,856

4AR

EA =

87.

5832

4-1

,831

A21-

INF

39,0

574

AREA

= 8

7.58

-759

594

A22-

INF

18,3

874

AREA

= 8

7.58

-5,7

9944

5A2

3-IN

F40

,198

4AR

EA =

87.

584,

661

445

A24-

INF

26,8

984

AREA

= 8

7.58

-569

-549

A25-

INF

31,6

884

AREA

= 8

7.58

-569

1,44

0A2

6-IN

F4,

717

4AR

EA =

87.

58-5

,534

237

A27-

INF

26,5

284

AREA

= 8

7.58

4,92

723

7A2

8-IN

F13

,228

4AR

EA =

87.

58-3

03-7

57A2

9-IN

F18

,018

4AR

EA =

87.

58-3

031,

232

A21-

SUP

51,7

493

AREA

= 8

7.58

902

-584

A22-

SUP

14,7

993

AREA

= 8

7.58

6,42

1-4

38A2

3-SU

P62

,824

3AR

EA =

87.

58-5

,068

-438

A24-

SUP

35,2

263

AREA

= 8

7.58

676

1,13

6A2

5-SU

P42

,397

3AR

EA =

87.

5867

6-2

,012

Pági

na:

7

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A26-

SUP

-3,3

133

AREA

= 8

7.58

6,10

5-2

34A2

7-SU

P44

,712

3AR

EA =

87.

58-5

,384

-234

A28-

SUP

17,1

143

AREA

= 8

7.58

361

1,34

0A2

9-SU

P24

,285

3AR

EA =

87.

5836

1-1

,807

A21-

INF

52,1

533

AREA

= 8

7.58

-846

576

A22-

INF

15,1

023

AREA

= 8

7.58

-6,3

4443

2A2

3-IN

F63

,128

3AR

EA =

87.

585,

076

432

A24-

INF

35,5

303

AREA

= 8

7.58

-634

-872

A25-

INF

42,7

003

AREA

= 8

7.58

-634

1,73

6A2

6-IN

F-3

,151

3AR

EA =

87.

58-6

,048

230

A27-

INF

44,8

743

AREA

= 8

7.58

5,37

223

0A2

8-IN

F17

,276

3AR

EA =

87.

58-3

38-1

,074

A29-

INF

24,4

473

AREA

= 8

7.58

-338

1,53

5

A21-

SUP

65,3

132

AREA

= 8

7.58

1,22

9-5

88A2

2-SU

P7,

310

2AR

EA =

87.

586,

803

-441

A23-

SUP

90,6

602

AREA

= 8

7.58

-4,9

60-4

41A2

4-SU

P44

,140

2AR

EA =

87.

5892

297

2A2

5-SU

P53

,830

2AR

EA =

87.

5892

2-1

,854

A26-

SUP

-15,

550

2AR

EA =

87.

586,

373

-235

A27-

SUP

67,8

002

AREA

= 8

7.58

-5,3

90-2

35A2

8-SU

P21

,280

2AR

EA =

87.

5849

11,

178

A29-

SUP

30,9

712

AREA

= 8

7.58

491

-1,6

48

A21-

INF

65,7

182

AREA

= 8

7.58

-1,3

3963

6A2

2-IN

F7,

613

2AR

EA =

87.

58-7

,128

477

A23-

INF

90,9

632

AREA

= 8

7.58

5,11

947

7A2

4-IN

F44

,443

2AR

EA =

87.

58-1

,004

-1,2

36A2

5-IN

F54

,134

2AR

EA =

87.

58-1

,004

2,19

0A2

6-IN

F-1

5,38

82

AREA

= 8

7.58

-6,6

5925

4A2

7-IN

F67

,962

2AR

EA =

87.

585,

588

254

A28-

INF

21,4

422

AREA

= 8

7.58

-536

-1,4

59

Pági

na:

8

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A29-

INF

31,1

322

AREA

= 8

7.58

-536

1,96

7

A21-

SUP

79,3

931

AREA

= 8

7.58

1,08

6-4

94A2

2-SU

P-9

481

AREA

= 8

7.58

5,42

0-3

71A2

3-SU

P12

0,03

81

AREA

= 8

7.58

-3,7

91-3

71A2

4-SU

P53

,518

1AR

EA =

87.

5881

547

3A2

5-SU

P65

,572

1AR

EA =

87.

5881

5-1

,215

A26-

SUP

-28,

736

1AR

EA =

87.

585,

040

-198

A27-

SUP

92,2

511

AREA

= 8

7.58

-4,1

71-1

98A2

8-SU

P25

,730

1AR

EA =

87.

5843

464

6A2

9-SU

P37

,785

1AR

EA =

87.

5843

4-1

,042

A21-

INF

79,7

981

AREA

= 8

7.58

-381

258

A22-

INF

-645

1AR

EA =

87.

58-6

,490

194

A23-

INF

120,

342

1AR

EA =

87.

585,

918

194

A24-

INF

53,8

211

AREA

= 8

7.58

-286

-5,6

33A2

5-IN

F65

,875

1AR

EA =

87.

58-2

866,

021

A26-

INF

-28,

574

1AR

EA =

87.

58-6

,357

103

A27-

INF

92,4

121

AREA

= 8

7.58

6,05

210

3A2

8-IN

F25

,892

1AR

EA =

87.

58-1

53-5

,723

A29-

INF

37,9

461

AREA

= 8

7.58

-153

5,93

0

Pági

na:

9

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A31-

SUP

6,88

66

AREA

= 8

7.58

2,29

7-1

,110

A32-

SUP

6,71

76

AREA

= 8

7.58

1,56

9-8

32A3

3-SU

P3,

611

6AR

EA =

87.

581,

876

-832

A34-

SUP

4,68

86

AREA

= 8

7.58

1,72

320

7A3

5-SU

P5,

640

6AR

EA =

87.

581,

723

-1,8

72A3

6-SU

P4,

307

6AR

EA =

87.

5876

5-4

44A3

7-SU

P1,

201

6AR

EA =

87.

581,

072

-444

A38-

SUP

2,27

86

AREA

= 8

7.58

919

596

A39-

SUP

3,23

06

AREA

= 8

7.58

919

-1,4

84

A31-

INF

7,29

06

AREA

= 8

7.58

-1,6

8769

7A3

2-IN

F7,

020

6AR

EA =

87.

58-8

7252

3A3

3-IN

F3,

915

6AR

EA =

87.

58-1

,657

523

A34-

INF

4,99

16

AREA

= 8

7.58

-1,2

6535

9A3

5-IN

F5,

943

6AR

EA =

87.

58-1

,265

686

A36-

INF

4,46

96

AREA

= 8

7.58

-282

279

A37-

INF

1,36

36

AREA

= 8

7.58

-1,0

6727

9A3

8-IN

F2,

440

6AR

EA =

87.

58-6

7511

5A3

9-IN

F3,

392

6AR

EA =

87.

58-6

7544

2

A31-

SUP

15,3

005

AREA

= 8

7.58

1,32

9-5

79A3

2-SU

P19

,665

5AR

EA =

87.

581,

670

-434

A33-

SUP

3,28

45

AREA

= 8

7.58

323

-434

A34-

SUP

10,2

865

AREA

= 8

7.58

997

934

A35-

SUP

12,6

635

AREA

= 8

7.58

997

-1,8

02A3

6-SU

P14

,310

5AR

EA =

87.

581,

205

-232

A37-

SUP

-2,0

715

AREA

= 8

7.58

-142

-232

A38-

SUP

4,93

15

AREA

= 8

7.58

532

1,13

6A3

9-SU

P7,

308

5AR

EA =

87.

5853

2-1

,600

A31-

INF

15,7

045

AREA

= 8

7.58

-1,3

7263

3A3

2-IN

F19

,968

5AR

EA =

87.

58-1

,187

475

A33-

INF

3,58

85

AREA

= 8

7.58

-871

475

Pági

na:

10

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A34-

INF

10,5

895

AREA

= 8

7.58

-1,0

29-1

32A3

5-IN

F12

,966

5AR

EA =

87.

58-1

,029

1,08

1A3

6-IN

F14

,472

5AR

EA =

87.

58-7

0725

3A3

7-IN

F-1

,909

5AR

EA =

87.

58-3

9125

3A3

8-IN

F5,

093

5AR

EA =

87.

58-5

49-3

53A3

9-IN

F7,

470

5AR

EA =

87.

58-5

4985

9

A31-

SUP

23,3

714

AREA

= 8

7.58

1,47

6-6

13A3

2-SU

P38

,342

4AR

EA =

87.

581,

822

-460

A33-

SUP

-3,2

864

AREA

= 8

7.58

393

-460

A34-

SUP

15,4

454

AREA

= 8

7.58

1,10

785

9A3

5-SU

P19

,611

4AR

EA =

87.

581,

107

-1,7

79A3

6-SU

P30

,162

4AR

EA =

87.

581,

305

-245

A37-

SUP

-11,

465

4AR

EA =

87.

58-1

24-2

45A3

8-SU

P7,

266

4AR

EA =

87.

5859

01,

074

A39-

SUP

11,4

314

AREA

= 8

7.58

590

-1,5

65

A31-

INF

23,7

754

AREA

= 8

7.58

-1,3

8763

0A3

2-IN

F38

,645

4AR

EA =

87.

58-1

,510

472

A33-

INF

-2,9

824

AREA

= 8

7.58

-571

472

A34-

INF

15,7

484

AREA

= 8

7.58

-1,0

40-3

83A3

5-IN

F19

,914

4AR

EA =

87.

58-1

,040

1,32

8A3

6-IN

F30

,324

4AR

EA =

87.

58-1

,024

252

A37-

INF

-11,

304

4AR

EA =

87.

58-8

525

2A3

8-IN

F7,

427

4AR

EA =

87.

58-5

55-6

04A3

9-IN

F11

,593

4AR

EA =

87.

58-5

551,

108

A31-

SUP

31,2

583

AREA

= 8

7.58

1,44

5-5

92A3

2-SU

P61

,928

3AR

EA =

87.

581,

968

-444

A33-

SUP

-15,

041

3AR

EA =

87.

5820

0-4

44A3

4-SU

P20

,350

3AR

EA =

87.

581,

084

876

A35-

SUP

26,5

383

AREA

= 8

7.58

1,08

4-1

,764

Pági

na:

11

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A36-

SUP

50,9

883

AREA

= 8

7.58

1,46

2-2

37A3

7-SU

P-2

5,98

13

AREA

= 8

7.58

-306

-237

A38-

SUP

9,40

93

AREA

= 8

7.58

578

1,08

4A3

9-SU

P15

,597

3AR

EA =

87.

5857

8-1

,557

A31-

INF

31,6

633

AREA

= 8

7.58

-1,3

3561

3A3

2-IN

F62

,231

3AR

EA =

87.

58-1

,874

460

A33-

INF

-14,

738

3AR

EA =

87.

58-1

2946

0A3

4-IN

F20

,653

3AR

EA =

87.

58-1

,001

-463

A35-

INF

26,8

413

AREA

= 8

7.58

-1,0

011,

382

A36-

INF

51,1

503

AREA

= 8

7.58

-1,4

0624

5A3

7-IN

F-2

5,82

03

AREA

= 8

7.58

338

245

A38-

INF

9,57

13

AREA

= 8

7.58

-534

-677

A39-

INF

15,7

593

AREA

= 8

7.58

-534

1,16

8

A31-

SUP

38,8

892

AREA

= 8

7.58

1,46

3-5

77A3

2-SU

P89

,996

2AR

EA =

87.

582,

047

-433

A33-

SUP

-31,

664

2AR

EA =

87.

5814

7-4

33A3

4-SU

P24

,965

2AR

EA =

87.

581,

097

1,03

1A3

5-SU

P33

,368

2AR

EA =

87.

581,

097

-1,8

97A3

6-SU

P76

,385

2AR

EA =

87.

581,

535

-231

A37-

SUP

-45,

275

2AR

EA =

87.

58-3

65-2

31A3

8-SU

P11

,354

2AR

EA =

87.

5858

51,

233

A39-

SUP

19,7

562

AREA

= 8

7.58

585

-1,6

95

A31-

INF

39,2

932

AREA

= 8

7.58

-1,4

0064

4A3

2-IN

F90

,300

2AR

EA =

87.

58-2

,148

483

A33-

INF

-31,

360

2AR

EA =

87.

5848

483

A34-

INF

25,2

692

AREA

= 8

7.58

-1,0

50-1

,400

A35-

INF

33,6

712

AREA

= 8

7.58

-1,0

502,

367

A36-

INF

76,5

472

AREA

= 8

7.58

-1,6

5825

8A3

7-IN

F-4

5,11

32

AREA

= 8

7.58

538

258

A38-

INF

11,5

162

AREA

= 8

7.58

-560

-1,6

26

Pági

na:

12

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

A39-

INF

19,9

182

AREA

= 8

7.58

-560

2,14

1

A31-

SUP

45,9

821

AREA

= 8

7.58

1,21

8-4

92A3

2-SU

P11

8,21

31

AREA

= 8

7.58

2,14

6-3

69A3

3-SU

P-4

9,24

01

AREA

= 8

7.58

-319

-369

A34-

SUP

29,2

741

AREA

= 8

7.58

914

-73

A35-

SUP

39,6

991

AREA

= 8

7.58

914

-666

A36-

SUP

102,

119

1AR

EA =

87.

581,

720

-197

A37-

SUP

-65,

334

1AR

EA =

87.

58-7

46-1

97A3

8-SU

P13

,181

1AR

EA =

87.

5848

710

0A3

9-SU

P23

,605

1AR

EA =

87.

5848

7-4

94

A31-

INF

46,3

861

AREA

= 8

7.58

-533

295

A32-

INF

118,

516

1AR

EA =

87.

58-4

,927

221

A33-

INF

-48,

937

1AR

EA =

87.

584,

127

221

A34-

INF

29,5

781

AREA

= 8

7.58

-400

-4,3

06A3

5-IN

F40

,002

1AR

EA =

87.

58-4

004,

748

A36-

INF

102,

281

1AR

EA =

87.

58-4

,740

118

A37-

INF

-65,

172

1AR

EA =

87.

584,

313

118

A38-

INF

13,3

421

AREA

= 8

7.58

-213

-4,4

09A3

9-IN

F23

,767

1AR

EA =

87.

58-2

134,

645

Pági

na:

13

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'1

1-SU

P13

,836

6AR

EA =

87.

58-6

,977

158

B'1

2-SU

P9,

745

6AR

EA =

87.

58-3

,761

118

B'1

3-SU

P11

,010

6AR

EA =

87.

58-6

,705

118

B'1

4-SU

P10

,319

6AR

EA =

87.

58-5

,233

2,82

0B'

15-

SUP

10,4

366

AREA

= 8

7.58

-5,2

33-2

,583

B'1

6-SU

P4,

902

6AR

EA =

87.

58-1

,319

63B'

17-

SUP

6,16

76

AREA

= 8

7.58

-4,2

6363

B'1

8-SU

P5,

476

6AR

EA =

87.

58-2

,791

2,76

5B'

19-

SUP

5,59

36

AREA

= 8

7.58

-2,7

91-2

,639

B'1

1-IN

F14

,241

6AR

EA =

87.

584,

738

-108

B'1

2-IN

F10

,048

6AR

EA =

87.

582,

941

-81

B'1

3-IN

F11

,313

6AR

EA =

87.

584,

166

-81

B'1

4-IN

F10

,622

6AR

EA =

87.

583,

554

-1,3

25B'

15-

INF

10,7

396

AREA

= 8

7.58

3,55

41,

163

B'1

6-IN

F5,

064

6AR

EA =

87.

581,

283

-43

B'1

7-IN

F6,

329

6AR

EA =

87.

582,

508

-43

B'1

8-IN

F5,

638

6AR

EA =

87.

581,

895

-1,2

87B'

19-

INF

5,75

56

AREA

= 8

7.58

1,89

51,

201

B'1

1-SU

P28

,388

5AR

EA =

87.

58-3

,493

20B'

12-

SUP

19,6

205

AREA

= 8

7.58

-877

15B'

13-

SUP

22,9

625

AREA

= 8

7.58

-4,3

6215

B'1

4-SU

P21

,086

5AR

EA =

87.

58-2

,619

3,05

8B'

15-

SUP

21,4

965

AREA

= 8

7.58

-2,6

19-3

,028

B'1

6-SU

P9,

684

5AR

EA =

87.

5834

68

B'1

7-SU

P13

,026

5AR

EA =

87.

58-3

,140

8B'

18-

SUP

11,1

505

AREA

= 8

7.58

-1,3

973,

051

B'1

9-SU

P11

,560

5AR

EA =

87.

58-1

,397

-3,0

35

B'1

1-IN

F28

,792

5AR

EA =

87.

583,

893

-47

B'1

2-IN

F19

,923

5AR

EA =

87.

581,

815

-35

B'1

3-IN

F23

,265

5AR

EA =

87.

584,

025

-35

Pági

na:

14

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'1

4-IN

F21

,389

5AR

EA =

87.

582,

920

-2,0

88B'

15-

INF

21,7

995

AREA

= 8

7.58

2,92

02,

017

B'1

6-IN

F9,

846

5AR

EA =

87.

5845

2-1

9B'

17-

INF

13,1

885

AREA

= 8

7.58

2,66

2-1

9B'

18-

INF

11,3

125

AREA

= 8

7.58

1,55

7-2

,071

B'1

9-IN

F11

,722

5AR

EA =

87.

581,

557

2,03

4

B'1

1-SU

P42

,852

4AR

EA =

87.

58-4

,032

80B'

12-

SUP

29,1

774

AREA

= 8

7.58

-1,1

9060

B'1

3-SU

P35

,101

4AR

EA =

87.

58-4

,858

60B'

14-

SUP

31,7

654

AREA

= 8

7.58

-3,0

243,

432

B'1

5-SU

P32

,513

4AR

EA =

87.

58-3

,024

-3,3

12B'

16-

SUP

14,1

794

AREA

= 8

7.58

221

32B'

17-

SUP

20,1

034

AREA

= 8

7.58

-3,4

4732

B'1

8-SU

P16

,767

4AR

EA =

87.

58-1

,613

3,40

4B'

19-

SUP

17,5

154

AREA

= 8

7.58

-1,6

13-3

,340

B'1

1-IN

F43

,257

4AR

EA =

87.

583,

991

-74

B'1

2-IN

F29

,480

4AR

EA =

87.

581,

544

-56

B'1

3-IN

F35

,405

4AR

EA =

87.

584,

443

-56

B'1

4-IN

F32

,069

4AR

EA =

87.

582,

993

-2,7

62B'

15-

INF

32,8

164

AREA

= 8

7.58

2,99

32,

650

B'1

6-IN

F14

,341

4AR

EA =

87.

5814

7-3

0B'

17-

INF

20,2

654

AREA

= 8

7.58

3,04

6-3

0B'

18-

INF

16,9

294

AREA

= 8

7.58

1,59

6-2

,736

B'1

9-IN

F17

,677

4AR

EA =

87.

581,

596

2,67

6

B'1

1-SU

P57

,265

3AR

EA =

87.

58-3

,826

66B'

12-

SUP

38,5

343

AREA

= 8

7.58

-1,0

1250

B'1

3-SU

P47

,363

3AR

EA =

87.

58-4

,727

50B'

14-

SUP

42,3

863

AREA

= 8

7.58

-2,8

693,

525

B'1

5-SU

P43

,511

3AR

EA =

87.

58-2

,869

-3,4

26

Pági

na:

15

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'1

6-SU

P18

,491

3AR

EA =

87.

5832

727

B'1

7-SU

P27

,321

3AR

EA =

87.

58-3

,388

27B'

18-

SUP

22,3

443

AREA

= 8

7.58

-1,5

303,

502

B'1

9-SU

P23

,468

3AR

EA =

87.

58-1

,530

-3,4

49

B'1

1-IN

F57

,669

3AR

EA =

87.

583,

808

-65

B'1

2-IN

F38

,837

3AR

EA =

87.

581,

132

-49

B'1

3-IN

F47

,667

3AR

EA =

87.

584,

580

-49

B'1

4-IN

F42

,689

3AR

EA =

87.

582,

856

-3,2

22B'

15-

INF

43,8

143

AREA

= 8

7.58

2,85

63,

124

B'1

6-IN

F18

,653

3AR

EA =

87.

58-2

01-2

6B'

17-

INF

27,4

823

AREA

= 8

7.58

3,24

7-2

6B'

18-

INF

22,5

053

AREA

= 8

7.58

1,52

3-3

,199

B'1

9-IN

F23

,630

3AR

EA =

87.

581,

523

3,14

7

B'1

1-SU

P71

,603

2AR

EA =

87.

58-3

,843

89B'

12-

SUP

47,7

732

AREA

= 8

7.58

-1,1

6167

B'1

3-SU

P59

,631

2AR

EA =

87.

58-4

,604

67B'

14-

SUP

52,9

442

AREA

= 8

7.58

-2,8

833,

428

B'1

5-SU

P54

,460

2AR

EA =

87.

58-2

,883

-3,2

93B'

16-

SUP

22,7

122

AREA

= 8

7.58

184

36B'

17-

SUP

34,5

702

AREA

= 8

7.58

-3,2

5936

B'1

8-SU

P27

,883

2AR

EA =

87.

58-1

,537

3,39

6B'

19-

SUP

29,3

992

AREA

= 8

7.58

-1,5

37-3

,325

B'1

1-IN

F72

,007

2AR

EA =

87.

584,

174

-105

B'1

2-IN

F48

,076

2AR

EA =

87.

581,

198

-79

B'1

3-IN

F59

,935

2AR

EA =

87.

585,

063

-79

B'1

4-IN

F53

,247

2AR

EA =

87.

583,

130

-3,8

85B'

15-

INF

54,7

632

AREA

= 8

7.58

3,13

03,

727

B'1

6-IN

F22

,874

2AR

EA =

87.

58-2

63-4

2B'

17-

INF

34,7

322

AREA

= 8

7.58

3,60

2-4

2B'

18-

INF

28,0

452

AREA

= 8

7.58

1,67

0-3

,848

Pági

na:

16

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'1

9-IN

F29

,561

2AR

EA =

87.

581,

670

3,76

4

B'1

1-SU

P85

,805

1AR

EA =

87.

58-3

,079

65B'

12-

SUP

57,0

181

AREA

= 8

7.58

-1,0

1948

B'1

3-SU

P71

,690

1AR

EA =

87.

58-3

,600

48B'

14-

SUP

63,4

331

AREA

= 8

7.58

-2,3

102,

310

B'1

5-SU

P65

,274

1AR

EA =

87.

58-2

,310

-2,2

13B'

16-

SUP

26,9

861

AREA

= 8

7.58

5926

B'1

7-SU

P41

,658

1AR

EA =

87.

58-2

,522

26B'

18-

SUP

33,4

021

AREA

= 8

7.58

-1,2

322,

288

B'1

9-SU

P35

,242

1AR

EA =

87.

58-1

,232

-2,2

36

B'1

1-IN

F86

,209

1AR

EA =

87.

581,

532

-28

B'1

2-IN

F57

,321

1AR

EA =

87.

58-3

,650

-21

B'1

3-IN

F71

,993

1AR

EA =

87.

585,

948

-21

B'1

4-IN

F63

,737

1AR

EA =

87.

581,

149

-7,6

56B'

15-

INF

65,5

771

AREA

= 8

7.58

1,14

97,

614

B'1

6-IN

F27

,148

1AR

EA =

87.

58-4

,186

-11

B'1

7-IN

F41

,820

1AR

EA =

87.

585,

411

-11

B'1

8-IN

F33

,563

1AR

EA =

87.

5861

3-7

,646

B'1

9-IN

F35

,404

1AR

EA =

87.

5861

37,

624

Pági

na:

17

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'2

1-SU

P22

,882

6AR

EA =

87.

582,

182

158

B'2

2-SU

P16

,958

6AR

EA =

87.

584,

364

118

B'2

3-SU

P17

,365

6AR

EA =

87.

58-1

,091

118

B'2

4-SU

P17

,113

6AR

EA =

87.

581,

637

2,35

9B'

25-

SUP

17,2

106

AREA

= 8

7.58

1,63

7-2

,123

B'2

6-SU

P8,

949

6AR

EA =

87.

583,

600

63B'

27-

SUP

9,35

66

AREA

= 8

7.58

-1,8

5463

B'2

8-SU

P9,

104

6AR

EA =

87.

5887

32,

304

B'2

9-SU

P9,

201

6AR

EA =

87.

5887

3-2

,178

B'2

1-IN

F23

,286

6AR

EA =

87.

58-1

,633

-108

B'2

2-IN

F17

,261

6AR

EA =

87.

58-3

,000

-81

B'2

3-IN

F17

,668

6AR

EA =

87.

5855

1-8

1B'

24-

INF

17,4

166

AREA

= 8

7.58

-1,2

25-1

,111

B'2

5-IN

F17

,513

6AR

EA =

87.

58-1

,225

949

B'2

6-IN

F9,

111

6AR

EA =

87.

58-2

,429

-43

B'2

7-IN

F9,

518

6AR

EA =

87.

581,

122

-43

B'2

8-IN

F9,

266

6AR

EA =

87.

58-6

53-1

,073

B'2

9-IN

F9,

363

6AR

EA =

87.

58-6

5398

7

B'2

1-SU

P45

,185

5AR

EA =

87.

581,

100

20B'

22-

SUP

33,2

705

AREA

= 8

7.58

3,81

615

B'2

3-SU

P34

,507

5AR

EA =

87.

58-2

,167

15B'

24-

SUP

33,7

185

AREA

= 8

7.58

825

2,54

3B'

25-

SUP

34,0

595

AREA

= 8

7.58

825

-2,5

12B'

26-

SUP

17,4

555

AREA

= 8

7.58

3,43

18

B'2

7-SU

P18

,693

5AR

EA =

87.

58-2

,552

8B'

28-

SUP

17,9

035

AREA

= 8

7.58

440

2,53

6B'

29-

SUP

18,2

445

AREA

= 8

7.58

440

-2,5

19

B'2

1-IN

F45

,589

5AR

EA =

87.

58-1

,211

-47

B'2

2-IN

F33

,573

5AR

EA =

87.

58-3

,418

-35

B'2

3-IN

F34

,810

5AR

EA =

87.

581,

602

-35

Pági

na:

18

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'2

4-IN

F34

,021

5AR

EA =

87.

58-9

08-1

,739

B'2

5-IN

F34

,362

5AR

EA =

87.

58-9

081,

669

B'2

6-IN

F17

,617

5AR

EA =

87.

58-2

,994

-19

B'2

7-IN

F18

,854

5AR

EA =

87.

582,

026

-19

B'2

8-IN

F18

,065

5AR

EA =

87.

58-4

84-1

,723

B'2

9-IN

F18

,406

5AR

EA =

87.

58-4

841,

685

B'2

1-SU

P67

,791

4AR

EA =

87.

581,

337

80B'

22-

SUP

49,6

744

AREA

= 8

7.58

4,45

660

B'2

3-SU

P52

,012

4AR

EA =

87.

58-2

,452

60B'

24-

SUP

50,5

334

AREA

= 8

7.58

1,00

22,

860

B'2

5-SU

P51

,154

4AR

EA =

87.

581,

002

-2,7

39B'

26-

SUP

25,9

474

AREA

= 8

7.58

3,98

932

B'2

7-SU

P28

,285

4AR

EA =

87.

58-2

,919

32B'

28-

SUP

26,8

064

AREA

= 8

7.58

535

2,83

2B'

29-

SUP

27,4

274

AREA

= 8

7.58

535

-2,7

67

B'2

1-IN

F68

,195

4AR

EA =

87.

58-1

,274

-74

B'2

2-IN

F49

,977

4AR

EA =

87.

58-4

,089

-56

B'2

3-IN

F52

,315

4AR

EA =

87.

582,

179

-56

B'2

4-IN

F50

,836

4AR

EA =

87.

58-9

55-2

,302

B'2

5-IN

F51

,457

4AR

EA =

87.

58-9

552,

190

B'2

6-IN

F26

,109

4AR

EA =

87.

58-3

,643

-30

B'2

7-IN

F28

,447

4AR

EA =

87.

582,

625

-30

B'2

8-IN

F26

,968

4AR

EA =

87.

58-5

09-2

,276

B'2

9-IN

F27

,588

4AR

EA =

87.

58-5

092,

216

B'2

1-SU

P90

,528

3AR

EA =

87.

581,

288

66B'

22-

SUP

66,0

813

AREA

= 8

7.58

4,59

150

B'2

3-SU

P69

,710

3AR

EA =

87.

58-2

,659

50B'

24-

SUP

67,4

293

AREA

= 8

7.58

966

2,93

7B'

25-

SUP

68,3

633

AREA

= 8

7.58

966

-2,8

37

Pági

na:

19

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'2

6-SU

P34

,397

3AR

EA =

87.

584,

140

27B'

27-

SUP

38,0

263

AREA

= 8

7.58

-3,1

1027

B'2

8-SU

P35

,744

3AR

EA =

87.

5851

52,

914

B'2

9-SU

P36

,678

3AR

EA =

87.

5851

5-2

,861

B'2

1-IN

F90

,932

3AR

EA =

87.

58-1

,216

-65

B'2

2-IN

F66

,384

3AR

EA =

87.

58-4

,418

-49

B'2

3-IN

F70

,014

3AR

EA =

87.

582,

595

-49

B'2

4-IN

F67

,732

3AR

EA =

87.

58-9

12-2

,681

B'2

5-IN

F68

,666

3AR

EA =

87.

58-9

122,

584

B'2

6-IN

F34

,558

3AR

EA =

87.

58-3

,993

-26

B'2

7-IN

F38

,187

3AR

EA =

87.

583,

020

-26

B'2

8-IN

F35

,906

3AR

EA =

87.

58-4

86-2

,659

B'2

9-IN

F36

,840

3AR

EA =

87.

58-4

862,

606

B'2

1-SU

P11

3,45

52

AREA

= 8

7.58

1,35

289

B'2

2-SU

P82

,578

2AR

EA =

87.

584,

605

67B'

23-

SUP

87,6

052

AREA

= 8

7.58

-2,5

7767

B'2

4-SU

P84

,462

2AR

EA =

87.

581,

014

2,86

3B'

25-

SUP

85,7

212

AREA

= 8

7.58

1,01

4-2

,729

B'2

6-SU

P42

,868

2AR

EA =

87.

584,

132

36B'

27-

SUP

47,8

962

AREA

= 8

7.58

-3,0

5136

B'2

8-SU

P44

,753

2AR

EA =

87.

5854

12,

832

B'2

9-SU

P46

,011

2AR

EA =

87.

5854

1-2

,760

B'2

1-IN

F11

3,85

92

AREA

= 8

7.58

-1,3

91-1

05B'

22-

INF

82,8

812

AREA

= 8

7.58

-4,9

37-7

9B'

23-

INF

87,9

082

AREA

= 8

7.58

2,85

0-7

9B'

24-

INF

84,7

652

AREA

= 8

7.58

-1,0

44-3

,239

B'2

5-IN

F86

,024

2AR

EA =

87.

58-1

,044

3,08

1B'

26-

INF

43,0

302

AREA

= 8

7.58

-4,4

50-4

2B'

27-

INF

48,0

572

AREA

= 8

7.58

3,33

7-4

2B'

28-

INF

44,9

142

AREA

= 8

7.58

-557

-3,2

02

Pági

na:

20

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'2

9-IN

F46

,173

2AR

EA =

87.

58-5

573,

118

B'2

1-SU

P13

6,79

91

AREA

= 8

7.58

1,01

865

B'2

2-SU

P99

,419

1AR

EA =

87.

583,

450

48B'

23-

SUP

105,

779

1AR

EA =

87.

58-1

,923

48B'

24-

SUP

101,

835

1AR

EA =

87.

5876

41,

937

B'2

5-SU

P10

3,36

41

AREA

= 8

7.58

764

-1,8

40B'

26-

SUP

51,5

401

AREA

= 8

7.58

3,09

426

B'2

7-SU

P57

,899

1AR

EA =

87.

58-2

,279

26B'

28-

SUP

53,9

551

AREA

= 8

7.58

407

1,91

5B'

29-

SUP

55,4

841

AREA

= 8

7.58

407

-1,8

63

B'2

1-IN

F13

7,20

31

AREA

= 8

7.58

-557

-28

B'2

2-IN

F99

,723

1AR

EA =

87.

58-5

,923

-21

B'2

3-IN

F10

6,08

21

AREA

= 8

7.58

5,08

7-2

1B'

24-

INF

102,

138

1AR

EA =

87.

58-4

18-6

,380

B'2

5-IN

F10

3,66

71

AREA

= 8

7.58

-418

6,33

9B'

26-

INF

51,7

011

AREA

= 8

7.58

-5,7

28-1

1B'

27-

INF

58,0

611

AREA

= 8

7.58

5,28

2-1

1B'

28-

INF

54,1

171

AREA

= 8

7.58

-223

-6,3

71B'

29-

INF

55,6

461

AREA

= 8

7.58

-223

6,34

9

Pági

na:

21

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'3

1-SU

P12

,077

6AR

EA =

87.

584,

581

-367

B'3

2-SU

P9,

893

6AR

EA =

87.

585,

014

-275

B'3

3-SU

P8,

222

6AR

EA =

87.

581,

857

-275

B'3

4-SU

P9,

199

6AR

EA =

87.

583,

435

1,56

0B'

35-

SUP

8,91

66

AREA

= 8

7.58

3,43

5-2

,110

B'3

6-SU

P5,

666

6AR

EA =

87.

583,

411

-147

B'3

7-SU

P3,

995

6AR

EA =

87.

5825

4-1

47B'

38-

SUP

4,97

26

AREA

= 8

7.58

1,83

21,

688

B'3

9-SU

P4,

690

6AR

EA =

87.

581,

832

-1,9

81

B'3

1-IN

F12

,481

6AR

EA =

87.

58-3

,320

233

B'3

2-IN

F10

,196

6AR

EA =

87.

58-3

,229

175

B'3

3-IN

F8,

525

6AR

EA =

87.

58-1

,750

175

B'3

4-IN

F9,

502

6AR

EA =

87.

58-2

,490

-659

B'3

5-IN

F9,

220

6AR

EA =

87.

58-2

,490

1,00

8B'

36-

INF

5,82

86

AREA

= 8

7.58

-2,0

6793

B'3

7-IN

F4,

157

6AR

EA =

87.

58-5

8893

B'3

8-IN

F5,

134

6AR

EA =

87.

58-1

,328

-740

B'3

9-IN

F4,

851

6AR

EA =

87.

58-1

,328

927

B'3

1-SU

P25

,061

5AR

EA =

87.

582,

435

-260

B'3

2-SU

P21

,086

5AR

EA =

87.

583,

746

-195

B'3

3-SU

P16

,506

5AR

EA =

87.

58-9

3-1

95B'

34-

SUP

19,0

965

AREA

= 8

7.58

1,82

71,

830

B'3

5-SU

P18

,497

5AR

EA =

87.

581,

827

-2,2

21B'

36-

SUP

12,3

145

AREA

= 8

7.58

2,89

4-1

04B'

37-

SUP

7,73

55

AREA

= 8

7.58

-945

-104

B'3

8-SU

P10

,324

5AR

EA =

87.

5897

41,

921

B'3

9-SU

P9,

725

5AR

EA =

87.

5897

4-2

,129

B'3

1-IN

F25

,466

5AR

EA =

87.

58-2

,640

263

B'3

2-IN

F21

,389

5AR

EA =

87.

58-3

,285

198

B'3

3-IN

F16

,810

5AR

EA =

87.

58-6

7519

8

Pági

na:

22

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'3

4-IN

F19

,399

5AR

EA =

87.

58-1

,980

-1,1

60B'

35-

INF

18,8

005

AREA

= 8

7.58

-1,9

801,

555

B'3

6-IN

F12

,476

5AR

EA =

87.

58-2

,361

105

B'3

7-IN

F7,

897

5AR

EA =

87.

5824

910

5B'

38-

INF

10,4

865

AREA

= 8

7.58

-1,0

56-1

,252

B'3

9-IN

F9,

887

5AR

EA =

87.

58-1

,056

1,46

3

B'3

1-SU

P37

,872

4AR

EA =

87.

582,

755

-218

B'3

2-SU

P32

,535

4AR

EA =

87.

584,

139

-163

B'3

3-SU

P24

,273

4AR

EA =

87.

58-7

-163

B'3

4-SU

P28

,925

4AR

EA =

87.

582,

066

2,00

9B'

35-

SUP

27,8

834

AREA

= 8

7.58

2,06

6-2

,336

B'3

6-SU

P19

,280

4AR

EA =

87.

583,

175

-87

B'3

7-SU

P11

,018

4AR

EA =

87.

58-9

71-8

7B'

38-

SUP

15,6

704

AREA

= 8

7.58

1,10

22,

085

B'3

9-SU

P14

,628

4AR

EA =

87.

581,

102

-2,2

60

B'3

1-IN

F38

,276

4AR

EA =

87.

58-2

,659

240

B'3

2-IN

F32

,838

4AR

EA =

87.

58-3

,699

180

B'3

3-IN

F24

,576

4AR

EA =

87.

58-2

8918

0B'

34-

INF

29,2

284

AREA

= 8

7.58

-1,9

94-1

,551

B'3

5-IN

F28

,186

4AR

EA =

87.

58-1

,994

1,91

1B'

36-

INF

19,4

424

AREA

= 8

7.58

-2,7

6996

B'3

7-IN

F11

,179

4AR

EA =

87.

5864

296

B'3

8-IN

F15

,832

4AR

EA =

87.

58-1

,063

-1,6

35B'

39-

INF

14,7

894

AREA

= 8

7.58

-1,0

631,

827

B'3

1-SU

P50

,622

3AR

EA =

87.

582,

621

-207

B'3

2-SU

P44

,196

3AR

EA =

87.

584,

106

-155

B'3

3-SU

P31

,737

3AR

EA =

87.

58-1

75-1

55B'

34-

SUP

38,7

443

AREA

= 8

7.58

1,96

62,

089

B'3

5-SU

P37

,189

3AR

EA =

87.

581,

966

-2,3

99

Pági

na:

23

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'3

6-SU

P26

,478

3AR

EA =

87.

583,

189

-83

B'3

7-SU

P14

,019

3AR

EA =

87.

58-1

,092

-83

B'3

8-SU

P21

,026

3AR

EA =

87.

581,

048

2,16

2B'

39-

SUP

19,4

713

AREA

= 8

7.58

1,04

8-2

,327

B'3

1-IN

F51

,026

3AR

EA =

87.

58-2

,510

231

B'3

2-IN

F44

,499

3AR

EA =

87.

58-3

,899

173

B'3

3-IN

F32

,040

3AR

EA =

87.

5813

417

3B'

34-

INF

39,0

473

AREA

= 8

7.58

-1,8

82-1

,742

B'3

5-IN

F37

,492

3AR

EA =

87.

58-1

,882

2,08

8B'

36-

INF

26,6

403

AREA

= 8

7.58

-3,0

2092

B'3

7-IN

F14

,181

3AR

EA =

87.

581,

012

92B'

38-

INF

21,1

883

AREA

= 8

7.58

-1,0

04-1

,823

B'3

9-IN

F19

,633

3AR

EA =

87.

58-1

,004

2,00

8

B'3

1-SU

P63

,281

2AR

EA =

87.

582,

596

-175

B'3

2-SU

P55

,904

2AR

EA =

87.

583,

983

-131

B'3

3-SU

P39

,018

2AR

EA =

87.

58-8

9-1

31B'

34-

SUP

48,5

392

AREA

= 8

7.58

1,94

72,

257

B'3

5-SU

P46

,383

2AR

EA =

87.

581,

947

-2,5

19B'

36-

SUP

33,7

552

AREA

= 8

7.58

3,07

5-7

0B'

37-

SUP

16,8

702

AREA

= 8

7.58

-998

-70

B'3

8-SU

P26

,390

2AR

EA =

87.

581,

038

2,31

9B'

39-

SUP

24,2

352

AREA

= 8

7.58

1,03

8-2

,458

B'3

1-IN

F63

,685

2AR

EA =

87.

58-2

,678

204

B'3

2-IN

F56

,207

2AR

EA =

87.

58-4

,279

153

B'3

3-IN

F39

,321

2AR

EA =

87.

5826

215

3B'

34-

INF

48,8

422

AREA

= 8

7.58

-2,0

08-2

,632

B'3

5-IN

F46

,686

2AR

EA =

87.

58-2

,008

2,93

7B'

36-

INF

33,9

172

AREA

= 8

7.58

-3,3

4182

B'3

7-IN

F17

,031

2AR

EA =

87.

581,

199

82B'

38-

INF

26,5

522

AREA

= 8

7.58

-1,0

71-2

,703

Pági

na:

24

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'3

9-IN

F24

,397

2AR

EA =

87.

58-1

,071

2,86

6

B'3

1-SU

P75

,717

1AR

EA =

87.

581,

977

-153

B'3

2-SU

P67

,304

1AR

EA =

87.

583,

029

-115

B'3

3-SU

P46

,272

1AR

EA =

87.

58-6

3-1

15B'

34-

SUP

58,1

391

AREA

= 8

7.58

1,48

31,

021

B'3

5-SU

P55

,436

1AR

EA =

87.

581,

483

-1,2

51B'

36-

SUP

40,8

031

AREA

= 8

7.58

2,33

7-6

1B'

37-

SUP

19,7

711

AREA

= 8

7.58

-755

-61

B'3

8-SU

P31

,639

1AR

EA =

87.

5879

11,

075

B'3

9-SU

P28

,935

1AR

EA =

87.

5879

1-1

,197

B'3

1-IN

F76

,121

1AR

EA =

87.

58-1

,058

119

B'3

2-IN

F67

,607

1AR

EA =

87.

58-5

,724

90B'

33-

INF

46,5

751

AREA

= 8

7.58

4,13

790

B'3

4-IN

F58

,443

1AR

EA =

87.

58-7

94-4

,924

B'3

5-IN

F55

,739

1AR

EA =

87.

58-7

945,

103

B'3

6-IN

F40

,964

1AR

EA =

87.

58-5

,354

48B'

37-

INF

19,9

321

AREA

= 8

7.58

4,50

748

B'3

8-IN

F31

,800

1AR

EA =

87.

58-4

23-4

,966

B'3

9-IN

F29

,097

1AR

EA =

87.

58-4

235,

062

Pági

na:

25

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'5

1-SU

P7,

431

6AR

EA =

87.

58-6

,438

-451

B'5

2-SU

P5,

158

6AR

EA =

87.

58-3

,517

-338

B'5

3-SU

P5,

988

6AR

EA =

87.

58-6

,140

-338

B'5

4-SU

P4,

641

6AR

EA =

87.

58-4

,829

1,11

0B'

55-

SUP

6,50

56

AREA

= 8

7.58

-4,8

29-1

,787

B'5

6-SU

P2,

558

6AR

EA =

87.

58-1

,264

-180

B'5

7-SU

P3,

387

6AR

EA =

87.

58-3

,887

-180

B'5

8-SU

P2,

041

6AR

EA =

87.

58-2

,575

1,26

8B'

59-

SUP

3,90

46

AREA

= 8

7.58

-2,5

75-1

,629

B'5

1-IN

F7,

835

6AR

EA =

87.

584,

678

296

B'5

2-IN

F5,

461

6AR

EA =

87.

582,

700

222

B'5

3-IN

F6,

291

6AR

EA =

87.

584,

316

222

B'5

4-IN

F4,

945

6AR

EA =

87.

583,

508

-497

B'5

5-IN

F6,

808

6AR

EA =

87.

583,

508

941

B'5

6-IN

F2,

719

6AR

EA =

87.

581,

063

118

B'5

7-IN

F3,

549

6AR

EA =

87.

582,

679

118

B'5

8-IN

F2,

202

6AR

EA =

87.

581,

871

-601

B'5

9-IN

F4,

066

6AR

EA =

87.

581,

871

837

B'5

1-SU

P15

,816

5AR

EA =

87.

58-3

,697

-213

B'5

2-SU

P10

,675

5AR

EA =

87.

58-1

,196

-159

B'5

3-SU

P13

,049

5AR

EA =

87.

58-4

,350

-159

B'5

4-SU

P9,

482

5AR

EA =

87.

58-2

,773

1,25

4B'

55-

SUP

14,2

425

AREA

= 8

7.58

-2,7

73-1

,573

B'5

6-SU

P5,

139

5AR

EA =

87.

5898

-85

B'5

7-SU

P7,

514

5AR

EA =

87.

58-3

,056

-85

B'5

8-SU

P3,

946

5AR

EA =

87.

58-1

,479

1,32

8B'

59-

SUP

8,70

75

AREA

= 8

7.58

-1,4

79-1

,498

B'5

1-IN

F16

,220

5AR

EA =

87.

583,

954

233

B'5

2-IN

F10

,978

5AR

EA =

87.

581,

724

175

B'5

3-IN

F13

,352

5AR

EA =

87.

584,

208

175

Pági

na:

26

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'5

4-IN

F9,

785

5AR

EA =

87.

582,

966

-850

B'5

5-IN

F14

,545

5AR

EA =

87.

582,

966

1,20

0B'

56-

INF

5,30

15

AREA

= 8

7.58

340

93B'

57-

INF

7,67

55

AREA

= 8

7.58

2,82

493

B'5

8-IN

F4,

108

5AR

EA =

87.

581,

582

-932

B'5

9-IN

F8,

868

5AR

EA =

87.

581,

582

1,11

8

B'5

1-SU

P24

,086

4AR

EA =

87.

58-4

,036

-263

B'5

2-SU

P15

,913

4AR

EA =

87.

58-1

,286

-197

B'5

3-SU

P20

,216

4AR

EA =

87.

58-4

,768

-197

B'5

4-SU

P14

,072

4AR

EA =

87.

58-3

,027

1,16

5B'

55-

SUP

22,0

574

AREA

= 8

7.58

-3,0

27-1

,559

B'5

6-SU

P7,

483

4AR

EA =

87.

5812

7-1

05B'

57-

SUP

11,7

864

AREA

= 8

7.58

-3,3

56-1

05B'

58-

SUP

5,64

24

AREA

= 8

7.58

-1,6

151,

257

B'5

9-SU

P13

,627

4AR

EA =

87.

58-1

,615

-1,4

67

B'5

1-IN

F24

,491

4AR

EA =

87.

583,

991

241

B'5

2-IN

F16

,217

4AR

EA =

87.

581,

459

180

B'5

3-IN

F20

,519

4AR

EA =

87.

584,

528

180

B'5

4-IN

F14

,376

4AR

EA =

87.

582,

994

-1,0

27B'

55-

INF

22,3

604

AREA

= 8

7.58

2,99

41,

388

B'5

6-IN

F7,

645

4AR

EA =

87.

5862

96B'

57-

INF

11,9

484

AREA

= 8

7.58

3,13

196

B'5

8-IN

F5,

804

4AR

EA =

87.

581,

597

-1,1

11B'

59-

INF

13,7

894

AREA

= 8

7.58

1,59

71,

303

B'5

1-SU

P32

,315

3AR

EA =

87.

58-3

,883

-257

B'5

2-SU

P20

,995

3AR

EA =

87.

58-1

,076

-193

B'5

3-SU

P27

,477

3AR

EA =

87.

58-4

,748

-193

B'5

4-SU

P18

,554

3AR

EA =

87.

58-2

,912

1,09

7B'

55-

SUP

29,9

193

AREA

= 8

7.58

-2,9

12-1

,483

Pági

na:

27

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'5

6-SU

P9,

685

3AR

EA =

87.

5828

3-1

03B'

57-

SUP

16,1

673

AREA

= 8

7.58

-3,3

89-1

03B'

58-

SUP

7,24

33

AREA

= 8

7.58

-1,5

531,

187

B'5

9-SU

P18

,609

3AR

EA =

87.

58-1

,553

-1,3

93

B'5

1-IN

F32

,719

3AR

EA =

87.

583,

834

232

B'5

2-IN

F21

,298

3AR

EA =

87.

581,

132

174

B'5

3-IN

F27

,780

3AR

EA =

87.

584,

618

174

B'5

4-IN

F18

,857

3AR

EA =

87.

582,

875

-1,1

40B'

55-

INF

30,2

223

AREA

= 8

7.58

2,87

51,

488

B'5

6-IN

F9,

847

3AR

EA =

87.

58-2

0993

B'5

7-IN

F16

,329

3AR

EA =

87.

583,

277

93B'

58-

INF

7,40

53

AREA

= 8

7.58

1,53

4-1

,221

B'5

9-IN

F18

,770

3AR

EA =

87.

581,

534

1,40

6

B'5

1-SU

P40

,485

2AR

EA =

87.

58-3

,877

-267

B'5

2-SU

P25

,964

2AR

EA =

87.

58-1

,071

-200

B'5

3-SU

P34

,763

2AR

EA =

87.

58-4

,746

-200

B'5

4-SU

P23

,011

2AR

EA =

87.

58-2

,908

951

B'5

5-SU

P37

,717

2AR

EA =

87.

58-2

,908

-1,3

52B'

56-

SUP

11,7

942

AREA

= 8

7.58

287

-107

B'5

7-SU

P20

,594

2AR

EA =

87.

58-3

,388

-107

B'5

8-SU

P8,

841

2AR

EA =

87.

58-1

,551

1,04

5B'

59-

SUP

23,5

472

AREA

= 8

7.58

-1,5

51-1

,259

B'5

1-IN

F40

,889

2AR

EA =

87.

584,

123

254

B'5

2-IN

F26

,267

2AR

EA =

87.

581,

369

190

B'5

3-IN

F35

,067

2AR

EA =

87.

584,

815

190

B'5

4-IN

F23

,314

2AR

EA =

87.

583,

092

-1,2

19B'

55-

INF

38,0

202

AREA

= 8

7.58

3,09

21,

600

B'5

6-IN

F11

,956

2AR

EA =

87.

58-7

410

2B'

57-

INF

20,7

552

AREA

= 8

7.58

3,37

210

2B'

58-

INF

9,00

32

AREA

= 8

7.58

1,64

9-1

,308

Pági

na:

28

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'5

9-IN

F23

,709

2AR

EA =

87.

581,

649

1,51

1

B'5

1-SU

P48

,491

1AR

EA =

87.

58-3

,048

-242

B'5

2-SU

P30

,787

1AR

EA =

87.

58-3

28-1

82B'

53-

SUP

41,9

491

AREA

= 8

7.58

-4,2

44-1

82B'

54-

SUP

27,5

011

AREA

= 8

7.58

-2,2

8665

0B'

55-

SUP

45,2

351

AREA

= 8

7.58

-2,2

86-1

,013

B'5

6-SU

P13

,815

1AR

EA =

87.

5873

8-9

7B'

57-

SUP

24,9

781

AREA

= 8

7.58

-3,1

77-9

7B'

58-

SUP

10,5

291

AREA

= 8

7.58

-1,2

1973

5B'

59-

SUP

28,2

631

AREA

= 8

7.58

-1,2

19-9

29

B'5

1-IN

F48

,895

1AR

EA =

87.

581,

498

112

B'5

2-IN

F31

,090

1AR

EA =

87.

58-2

,910

84B'

53-

INF

42,2

531

AREA

= 8

7.58

5,15

884

B'5

4-IN

F27

,804

1AR

EA =

87.

581,

124

-3,7

39B'

55-

INF

45,5

381

AREA

= 8

7.58

1,12

43,

907

B'5

6-IN

F13

,977

1AR

EA =

87.

58-3

,435

45B'

57-

INF

25,1

391

AREA

= 8

7.58

4,63

345

B'5

8-IN

F10

,691

1AR

EA =

87.

5859

9-3

,778

B'5

9-IN

F28

,425

1AR

EA =

87.

5859

93,

867

Pági

na:

29

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'6

1-SU

P15

,446

6AR

EA =

87.

5899

0-5

05B'

62-

SUP

11,5

076

AREA

= 8

7.58

3,20

3-3

79B'

63-

SUP

11,6

626

AREA

= 8

7.58

-1,7

18-3

79B'

64-

SUP

10,5

036

AREA

= 8

7.58

742

1,21

4B'

65-

SUP

12,6

666

AREA

= 8

7.58

742

-1,9

71B'

66-

SUP

6,10

16

AREA

= 8

7.58

2,85

6-2

02B'

67-

SUP

6,25

66

AREA

= 8

7.58

-2,0

64-2

02B'

68-

SUP

5,09

76

AREA

= 8

7.58

396

1,39

0B'

69-

SUP

7,26

06

AREA

= 8

7.58

396

-1,7

95

B'6

1-IN

F15

,850

6AR

EA =

87.

58-7

8737

2B'

62-

INF

11,8

106

AREA

= 8

7.58

-2,5

4527

9B'

63-

INF

11,9

656

AREA

= 8

7.58

1,36

527

9B'

64-

INF

10,8

066

AREA

= 8

7.58

-590

-464

B'6

5-IN

F12

,969

6AR

EA =

87.

58-5

901,

023

B'6

6-IN

F6,

262

6AR

EA =

87.

58-2

,270

149

B'6

7-IN

F6,

418

6AR

EA =

87.

581,

640

149

B'6

8-IN

F5,

259

6AR

EA =

87.

58-3

15-5

95B'

69-

INF

7,42

16

AREA

= 8

7.58

-315

893

B'6

1-SU

P30

,224

5AR

EA =

87.

5852

1-2

64B'

62-

SUP

22,4

025

AREA

= 8

7.58

3,26

5-1

98B'

63-

SUP

22,9

345

AREA

= 8

7.58

-2,4

83-1

98B'

64-

SUP

19,9

705

AREA

= 8

7.58

391

1,38

8B'

65-

SUP

25,3

665

AREA

= 8

7.58

391

-1,7

85B'

66-

SUP

11,8

235

AREA

= 8

7.58

3,08

2-1

06B'

67-

SUP

12,3

565

AREA

= 8

7.58

-2,6

65-1

06B'

68-

SUP

9,39

25

AREA

= 8

7.58

209

1,48

1B'

69-

SUP

14,7

885

AREA

= 8

7.58

209

-1,6

92

B'6

1-IN

F30

,628

5AR

EA =

87.

58-5

6528

6B'

62-

INF

22,7

055

AREA

= 8

7.58

-3,0

9821

4B'

63-

INF

23,2

375

AREA

= 8

7.58

2,25

021

4

Pági

na:

30

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'6

4-IN

F20

,273

5AR

EA =

87.

58-4

24-9

16B'

65-

INF

25,6

695

AREA

= 8

7.58

-424

1,34

5B'

66-

INF

11,9

855

AREA

= 8

7.58

-2,9

0011

4B'

67-

INF

12,5

185

AREA

= 8

7.58

2,44

811

4B'

68-

INF

9,55

35

AREA

= 8

7.58

-226

-1,0

16B'

69-

INF

14,9

495

AREA

= 8

7.58

-226

1,24

5

B'6

1-SU

P45

,230

4AR

EA =

87.

5861

7-3

01B'

62-

SUP

33,4

084

AREA

= 8

7.58

3,83

7-2

26B'

63-

SUP

34,4

374

AREA

= 8

7.58

-2,9

11-2

26B'

64-

SUP

29,3

604

AREA

= 8

7.58

463

1,33

9B'

65-

SUP

38,4

864

AREA

= 8

7.58

463

-1,7

91B'

66-

SUP

17,5

774

AREA

= 8

7.58

3,62

1-1

21B'

67-

SUP

18,6

074

AREA

= 8

7.58

-3,1

27-1

21B'

68-

SUP

13,5

294

AREA

= 8

7.58

247

1,44

4B'

69-

SUP

22,6

554

AREA

= 8

7.58

247

-1,6

85

B'6

1-IN

F45

,634

4AR

EA =

87.

58-5

9727

9B'

62-

INF

33,7

114

AREA

= 8

7.58

-3,6

8621

0B'

63-

INF

34,7

404

AREA

= 8

7.58

2,79

121

0B'

64-

INF

29,6

634

AREA

= 8

7.58

-447

-1,1

90B'

65-

INF

38,7

894

AREA

= 8

7.58

-447

1,60

9B'

66-

INF

17,7

394

AREA

= 8

7.58

-3,4

7711

2B'

67-

INF

18,7

684

AREA

= 8

7.58

3,00

011

2B'

68-

INF

13,6

914

AREA

= 8

7.58

-239

-1,2

88B'

69-

INF

22,8

174

AREA

= 8

7.58

-239

1,51

2

B'6

1-SU

P60

,314

3AR

EA =

87.

5859

7-2

94B'

62-

SUP

44,4

313

AREA

= 8

7.58

4,07

0-2

20B'

63-

SUP

46,0

413

AREA

= 8

7.58

-3,1

75-2

20B'

64-

SUP

38,6

863

AREA

= 8

7.58

448

1,24

8B'

65-

SUP

51,7

853

AREA

= 8

7.58

448

-1,6

89

Pági

na:

31

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'6

6-SU

P23

,321

3AR

EA =

87.

583,

861

-118

B'6

7-SU

P24

,931

3AR

EA =

87.

58-3

,384

-118

B'6

8-SU

P17

,576

3AR

EA =

87.

5823

91,

351

B'6

9-SU

P30

,675

3AR

EA =

87.

5823

9-1

,586

B'6

1-IN

F60

,718

3AR

EA =

87.

58-5

7426

5B'

62-

INF

44,7

343

AREA

= 8

7.58

-3,9

6719

9B'

63-

INF

46,3

443

AREA

= 8

7.58

3,10

619

9B'

64-

INF

38,9

903

AREA

= 8

7.58

-431

-1,4

09B'

65-

INF

52,0

883

AREA

= 8

7.58

-431

1,80

7B'

66-

INF

23,4

833

AREA

= 8

7.58

-3,7

6610

6B'

67-

INF

25,0

923

AREA

= 8

7.58

3,30

710

6B'

68-

INF

17,7

383

AREA

= 8

7.58

-230

-1,5

02B'

69-

INF

30,8

373

AREA

= 8

7.58

-230

1,71

4

B'6

1-SU

P75

,505

2AR

EA =

87.

5862

7-2

88B'

62-

SUP

55,5

032

AREA

= 8

7.58

4,27

4-2

16B'

63-

SUP

57,7

532

AREA

= 8

7.58

-3,3

34-2

16B'

64-

SUP

48,1

212

AREA

= 8

7.58

470

1,00

1B'

65-

SUP

65,1

352

AREA

= 8

7.58

470

-1,4

33B'

66-

SUP

29,0

772

AREA

= 8

7.58

4,05

4-1

15B'

67-

SUP

31,3

272

AREA

= 8

7.58

-3,5

53-1

15B'

68-

SUP

21,6

952

AREA

= 8

7.58

251

1,10

2B'

69-

SUP

38,7

092

AREA

= 8

7.58

251

-1,3

32

B'6

1-IN

F75

,909

2AR

EA =

87.

58-6

4627

9B'

62-

INF

55,8

072

AREA

= 8

7.58

-4,3

6220

9B'

63-

INF

58,0

572

AREA

= 8

7.58

3,39

220

9B'

64-

INF

48,4

252

AREA

= 8

7.58

-485

-1,3

37B'

65-

INF

65,4

392

AREA

= 8

7.58

-485

1,75

6B'

66-

INF

29,2

392

AREA

= 8

7.58

-4,1

3511

2B'

67-

INF

31,4

882

AREA

= 8

7.58

3,61

811

2B'

68-

INF

21,8

562

AREA

= 8

7.58

-259

-1,4

35

Pági

na:

32

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'6

9-IN

F38

,871

2AR

EA =

87.

58-2

591,

658

B'6

1-SU

P91

,030

1AR

EA =

87.

5844

2-2

18B'

62-

SUP

66,8

211

AREA

= 8

7.58

3,87

8-1

63B'

63-

SUP

69,7

231

AREA

= 8

7.58

-3,2

15-1

63B'

64-

SUP

57,9

461

AREA

= 8

7.58

332

923

B'6

5-SU

P78

,598

1AR

EA =

87.

5833

2-1

,249

B'6

6-SU

P34

,961

1AR

EA =

87.

583,

724

-87

B'6

7-SU

P37

,863

1AR

EA =

87.

58-3

,370

-87

B'6

8-SU

P26

,086

1AR

EA =

87.

5817

799

9B'

69-

SUP

46,7

381

AREA

= 8

7.58

177

-1,1

73

B'6

1-IN

F91

,434

1AR

EA =

87.

58-2

8612

5B'

62-

INF

67,1

241

AREA

= 8

7.58

-5,0

5094

B'6

3-IN

F70

,027

1AR

EA =

87.

584,

622

94B'

64-

INF

58,2

491

AREA

= 8

7.58

-214

-4,5

18B'

65-

INF

78,9

021

AREA

= 8

7.58

-214

4,70

6B'

66-

INF

35,1

221

AREA

= 8

7.58

-4,9

5050

B'6

7-IN

F38

,025

1AR

EA =

87.

584,

722

50B'

68-

INF

26,2

481

AREA

= 8

7.58

-114

-4,5

62B'

69-

INF

46,9

001

AREA

= 8

7.58

-114

4,66

2

Pági

na:

33

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'7

1-SU

P6,

721

6AR

EA =

87.

585,

281

-378

B'7

2-SU

P5,

533

6AR

EA =

87.

585,

385

-283

B'7

3-SU

P4,

549

6AR

EA =

87.

582,

536

-283

B'7

4-SU

P2,

952

6AR

EA =

87.

583,

960

-264

B'7

5-SU

P7,

130

6AR

EA =

87.

583,

960

-303

B'7

6-SU

P3,

181

6AR

EA =

87.

583,

537

-151

B'7

7-SU

P2,

196

6AR

EA =

87.

5868

8-1

51B'

78-

SUP

600

6AR

EA =

87.

582,

112

-132

B'7

9-SU

P4,

777

6AR

EA =

87.

582,

112

-170

B'7

1-IN

F7,

126

6AR

EA =

87.

58-4

,058

272

B'7

2-IN

F5,

837

6AR

EA =

87.

58-3

,990

204

B'7

3-IN

F4,

852

6AR

EA =

87.

58-2

,097

204

B'7

4-IN

F3,

256

6AR

EA =

87.

58-3

,044

572

B'7

5-IN

F7,

433

6AR

EA =

87.

58-3

,044

-163

B'7

6-IN

F3,

343

6AR

EA =

87.

58-2

,570

109

B'7

7-IN

F2,

358

6AR

EA =

87.

58-6

7710

9B'

78-

INF

762

6AR

EA =

87.

58-1

,623

476

B'7

9-IN

F4,

939

6AR

EA =

87.

58-1

,623

-258

B'7

1-SU

P14

,671

5AR

EA =

87.

583,

198

-212

B'7

2-SU

P12

,457

5AR

EA =

87.

584,

161

-159

B'7

3-SU

P9,

550

5AR

EA =

87.

5863

6-1

59B'

74-

SUP

-148

5AR

EA =

87.

582,

399

691

B'7

5-SU

P22

,155

5AR

EA =

87.

582,

399

-1,0

09B'

76-

SUP

7,32

25

AREA

= 8

7.58

3,04

1-8

5B'

77-

SUP

4,41

55

AREA

= 8

7.58

-483

-85

B'7

8-SU

P-5

,283

5AR

EA =

87.

581,

279

765

B'7

9-SU

P17

,020

5AR

EA =

87.

581,

279

-934

B'7

1-IN

F15

,076

5AR

EA =

87.

58-3

,367

207

B'7

2-IN

F12

,760

5AR

EA =

87.

58-3

,970

155

B'7

3-IN

F9,

853

5AR

EA =

87.

58-1

,079

155

Pági

na:

34

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'7

4-IN

F15

55

AREA

= 8

7.58

-2,5

25-1

22B'

75-

INF

22,4

585

AREA

= 8

7.58

-2,5

2543

2B'

76-

INF

7,48

45

AREA

= 8

7.58

-2,7

9283

B'7

7-IN

F4,

577

5AR

EA =

87.

5899

83B'

78-

INF

-5,1

215

AREA

= 8

7.58

-1,3

47-1

94B'

79-

INF

17,1

825

AREA

= 8

7.58

-1,3

4736

0

B'7

1-SU

P22

,369

4AR

EA =

87.

583,

436

-250

B'7

2-SU

P19

,443

4AR

EA =

87.

584,

554

-188

B'7

3-SU

P14

,111

4AR

EA =

87.

5860

0-1

88B'

74-

SUP

-11,

667

4AR

EA =

87.

582,

577

561

B'7

5-SU

P45

,221

4AR

EA =

87.

582,

577

-936

B'7

6-SU

P11

,614

4AR

EA =

87.

583,

351

-100

B'7

7-SU

P6,

282

4AR

EA =

87.

58-6

03-1

00B'

78-

SUP

-19,

496

4AR

EA =

87.

581,

374

649

B'7

9-SU

P37

,392

4AR

EA =

87.

581,

374

-849

B'7

1-IN

F22

,773

4AR

EA =

87.

58-3

,378

209

B'7

2-IN

F19

,746

4AR

EA =

87.

58-4

,318

157

B'7

3-IN

F14

,414

4AR

EA =

87.

58-7

4915

7B'

74-

INF

-11,

364

4AR

EA =

87.

58-2

,534

-462

B'7

5-IN

F45

,524

4AR

EA =

87.

58-2

,534

775

B'7

6-IN

F11

,775

4AR

EA =

87.

58-3

,136

84B'

77-

INF

6,44

34

AREA

= 8

7.58

433

84B'

78-

INF

-19,

335

4AR

EA =

87.

58-1

,351

-535

B'7

9-IN

F37

,553

4AR

EA =

87.

58-1

,351

702

B'7

1-SU

P30

,020

3AR

EA =

87.

583,

310

-251

B'7

2-SU

P26

,561

3AR

EA =

87.

584,

591

-188

B'7

3-SU

P18

,469

3AR

EA =

87.

5837

4-1

88B'

74-

SUP

-29,

969

3AR

EA =

87.

582,

482

641

B'7

5-SU

P74

,999

3AR

EA =

87.

582,

482

-1,0

17

Pági

na:

35

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'7

6-SU

P16

,054

3AR

EA =

87.

583,

433

-100

B'7

7-SU

P7,

962

3AR

EA =

87.

58-7

85-1

00B'

78-

SUP

-40,

476

3AR

EA =

87.

581,

324

729

B'7

9-SU

P64

,492

3AR

EA =

87.

581,

324

-929

B'7

1-IN

F30

,424

3AR

EA =

87.

58-3

,236

200

B'7

2-IN

F26

,864

3AR

EA =

87.

58-4

,449

150

B'7

3-IN

F18

,772

3AR

EA =

87.

58-4

0515

0B'

74-

INF

-29,

666

3AR

EA =

87.

58-2

,427

-968

B'7

5-IN

F75

,302

3AR

EA =

87.

58-2

,427

1,26

8B'

76-

INF

16,2

153

AREA

= 8

7.58

-3,3

1780

B'7

7-IN

F8,

124

3AR

EA =

87.

5872

880

B'7

8-IN

F-4

0,31

43

AREA

= 8

7.58

-1,2

94-1

,038

B'7

9-IN

F64

,654

3AR

EA =

87.

58-1

,294

1,19

8

B'7

1-SU

P37

,594

2AR

EA =

87.

583,

291

-260

B'7

2-SU

P33

,721

2AR

EA =

87.

584,

613

-195

B'7

3-SU

P22

,671

2AR

EA =

87.

5832

5-1

95B'

74-

SUP

-54,

526

2AR

EA =

87.

582,

469

508

B'7

5-SU

P11

0,91

82

AREA

= 8

7.58

2,46

9-8

98B'

76-

SUP

20,5

622

AREA

= 8

7.58

3,46

1-1

04B'

77-

SUP

9,51

32

AREA

= 8

7.58

-827

-104

B'7

8-SU

P-6

7,68

42

AREA

= 8

7.58

1,31

759

9B'

79-

SUP

97,7

602

AREA

= 8

7.58

1,31

7-8

07

B'7

1-IN

F37

,999

2AR

EA =

87.

58-3

,436

206

B'7

2-IN

F34

,024

2AR

EA =

87.

58-4

,637

154

B'7

3-IN

F22

,974

2AR

EA =

87.

58-5

1615

4B'

74-

INF

-54,

223

2AR

EA =

87.

58-2

,577

-1,0

96B'

75-

INF

111,

221

2AR

EA =

87.

58-2

,577

1,40

5B'

76-

INF

20,7

242

AREA

= 8

7.58

-3,4

3582

B'7

7-IN

F9,

675

2AR

EA =

87.

5868

682

B'7

8-IN

F-6

7,52

32

AREA

= 8

7.58

-1,3

74-1

,168

Pági

na:

36

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

B'7

9-IN

F97

,921

2AR

EA =

87.

58-1

,374

1,33

3

B'7

1-SU

P44

,873

1AR

EA =

87.

582,

483

-234

B'7

2-SU

P40

,687

1AR

EA =

87.

584,

078

-175

B'7

3-SU

P26

,623

1AR

EA =

87.

58-3

54-1

75B'

74-

SUP

-80,

250

1AR

EA =

87.

581,

862

878

B'7

5-SU

P14

7,56

01

AREA

= 8

7.58

1,86

2-1

,229

B'7

6-SU

P24

,982

1AR

EA =

87.

583,

209

-94

B'7

7-SU

P10

,917

1AR

EA =

87.

58-1

,223

-94

B'7

8-SU

P-9

5,95

61

AREA

= 8

7.58

993

960

B'7

9-SU

P13

1,85

41

AREA

= 8

7.58

993

-1,1

47

B'7

1-IN

F45

,277

1AR

EA =

87.

58-1

,335

78B'

72-

INF

40,9

901

AREA

= 8

7.58

-5,1

6858

B'7

3-IN

F26

,926

1AR

EA =

87.

583,

165

58B'

74-

INF

-79,

947

1AR

EA =

87.

58-1

,001

-5,6

14B'

75-

INF

147,

863

1AR

EA =

87.

58-1

,001

5,73

1B'

76-

INF

25,1

431

AREA

= 8

7.58

-4,7

0131

B'7

7-IN

F11

,079

1AR

EA =

87.

583,

633

31B'

78-

INF

-95,

794

1AR

EA =

87.

58-5

34-5

,642

B'7

9-IN

F13

2,01

61

AREA

= 8

7.58

-534

5,70

4

Pági

na:

37

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F51-

SUP

16,0

436

AREA

= 8

7.58

-12,

573

285

F52-

SUP

11,7

416

AREA

= 8

7.58

-8,5

1921

4F5

3-SU

P12

,323

6AR

EA =

87.

58-1

0,34

021

4F5

4-SU

P10

,278

6AR

EA =

87.

58-9

,430

3,99

3F5

5-SU

P13

,786

6AR

EA =

87.

58-9

,430

-3,5

66F5

6-SU

P6,

126

6AR

EA =

87.

58-4

,119

114

F57-

SUP

6,70

86

AREA

= 8

7.58

-5,9

3911

4F5

8-SU

P4,

663

6AR

EA =

87.

58-5

,029

3,89

3F5

9-SU

P8,

171

6AR

EA =

87.

58-5

,029

-3,6

65

F51-

INF

16,4

476

AREA

= 8

7.58

8,30

9-2

07F5

2-IN

F12

,045

6AR

EA =

87.

585,

996

-155

F53-

INF

12,6

266

AREA

= 8

7.58

6,46

8-1

55F5

4-IN

F10

,581

6AR

EA =

87.

586,

232

-2,8

02F5

5-IN

F14

,089

6AR

EA =

87.

586,

232

2,49

2F5

6-IN

F6,

288

6AR

EA =

87.

583,

088

-83

F57-

INF

6,86

96

AREA

= 8

7.58

3,56

0-8

3F5

8-IN

F4,

825

6AR

EA =

87.

583,

324

-2,7

30F5

9-IN

F8,

333

6AR

EA =

87.

583,

324

2,56

5

F51-

SUP

32,8

605

AREA

= 8

7.58

-6,1

2213

1F5

2-SU

P23

,887

5AR

EA =

87.

58-3

,400

98F5

3-SU

P25

,403

5AR

EA =

87.

58-5

,783

98F5

4-SU

P20

,549

5AR

EA =

87.

58-4

,591

3,19

6F5

5-SU

P28

,742

5AR

EA =

87.

58-4

,591

-2,9

99F5

6-SU

P12

,386

5AR

EA =

87.

58-1

,257

52F5

7-SU

P13

,902

5AR

EA =

87.

58-3

,640

52F5

8-SU

P9,

048

5AR

EA =

87.

58-2

,449

3,15

0F5

9-SU

P17

,241

5AR

EA =

87.

58-2

,449

-3,0

45

F51-

INF

33,2

655

AREA

= 8

7.58

6,87

1-1

59F5

2-IN

F24

,191

5AR

EA =

87.

584,

531

-119

F53-

INF

25,7

065

AREA

= 8

7.58

5,77

7-1

19

Pági

na:

38

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F54-

INF

20,8

525

AREA

= 8

7.58

5,15

4-2

,994

F55-

INF

29,0

455

AREA

= 8

7.58

5,15

42,

756

F56-

INF

12,5

485

AREA

= 8

7.58

2,12

6-6

4F5

7-IN

F14

,064

5AR

EA =

87.

583,

372

-64

F58-

INF

9,20

95

AREA

= 8

7.58

2,74

9-2

,939

F59-

INF

17,4

025

AREA

= 8

7.58

2,74

92,

811

F51-

SUP

49,6

054

AREA

= 8

7.58

-7,1

7116

0F5

2-SU

P35

,853

4AR

EA =

87.

58-4

,184

120

F53-

SUP

38,5

544

AREA

= 8

7.58

-6,5

7212

0F5

4-SU

P30

,628

4AR

EA =

87.

58-5

,378

3,49

0F5

5-SU

P43

,779

4AR

EA =

87.

58-5

,378

-3,2

50F5

6-SU

P18

,491

4AR

EA =

87.

58-1

,675

64F5

7-SU

P21

,192

4AR

EA =

87.

58-4

,062

64F5

8-SU

P13

,267

4AR

EA =

87.

58-2

,868

3,43

4F5

9-SU

P26

,417

4AR

EA =

87.

58-2

,868

-3,3

06

F51-

INF

50,0

094

AREA

= 8

7.58

7,06

9-1

72F5

2-IN

F36

,156

4AR

EA =

87.

584,

450

-129

F53-

INF

38,8

574

AREA

= 8

7.58

6,15

3-1

29F5

4-IN

F30

,931

4AR

EA =

87.

585,

301

-3,3

37F5

5-IN

F44

,082

4AR

EA =

87.

585,

301

3,08

0F5

6-IN

F18

,653

4AR

EA =

87.

581,

976

-69

F57-

INF

21,3

544

AREA

= 8

7.58

3,67

9-6

9F5

8-IN

F13

,428

4AR

EA =

87.

582,

827

-3,2

77F5

9-IN

F26

,579

4AR

EA =

87.

582,

827

3,14

0

F51-

SUP

66,3

313

AREA

= 8

7.58

-6,9

1314

0F5

2-SU

P47

,726

3AR

EA =

87.

58-3

,977

105

F53-

SUP

51,7

713

AREA

= 8

7.58

-6,3

9210

5F5

4-SU

P40

,665

3AR

EA =

87.

58-5

,185

3,36

5F5

5-SU

P58

,831

3AR

EA =

87.

58-5

,185

-3,1

56

Pági

na:

39

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F56-

SUP

24,5

103

AREA

= 8

7.58

-1,5

5756

F57-

SUP

28,5

553

AREA

= 8

7.58

-3,9

7356

F58-

SUP

17,4

493

AREA

= 8

7.58

-2,7

653,

316

F59-

SUP

35,6

163

AREA

= 8

7.58

-2,7

65-3

,205

F51-

INF

66,7

353

AREA

= 8

7.58

6,83

7-1

58F5

2-IN

F48

,029

3AR

EA =

87.

584,

051

-118

F53-

INF

52,0

743

AREA

= 8

7.58

6,20

5-1

18F5

4-IN

F40

,968

3AR

EA =

87.

585,

128

-3,3

77F5

5-IN

F59

,135

3AR

EA =

87.

585,

128

3,14

0F5

6-IN

F24

,672

3AR

EA =

87.

581,

658

-63

F57-

INF

28,7

173

AREA

= 8

7.58

3,81

2-6

3F5

8-IN

F17

,611

3AR

EA =

87.

582,

735

-3,3

21F5

9-IN

F35

,777

3AR

EA =

87.

582,

735

3,19

5

F51-

SUP

83,0

302

AREA

= 8

7.58

-7,0

3714

1F5

2-SU

P59

,545

2AR

EA =

87.

58-4

,196

106

F53-

SUP

65,0

002

AREA

= 8

7.58

-6,3

6010

6F5

4-SU

P50

,882

2AR

EA =

87.

58-5

,278

3,08

5F5

5-SU

P73

,663

2AR

EA =

87.

58-5

,278

-2,8

73F5

6-SU

P30

,484

2AR

EA =

87.

58-1

,733

56F5

7-SU

P35

,940

2AR

EA =

87.

58-3

,897

56F5

8-SU

P21

,822

2AR

EA =

87.

58-2

,815

3,03

5F5

9-SU

P44

,603

2AR

EA =

87.

58-2

,815

-2,9

23

F51-

INF

83,4

352

AREA

= 8

7.58

7,63

3-1

85F5

2-IN

F59

,848

2AR

EA =

87.

584,

634

-139

F53-

INF

65,3

042

AREA

= 8

7.58

6,81

5-1

39F5

4-IN

F51

,185

2AR

EA =

87.

585,

725

-3,3

61F5

5-IN

F73

,966

2AR

EA =

87.

585,

725

3,08

4F5

6-IN

F30

,646

2AR

EA =

87.

581,

963

-74

F57-

INF

36,1

012

AREA

= 8

7.58

4,14

3-7

4F5

8-IN

F21

,983

2AR

EA =

87.

583,

053

-3,2

97

Pági

na:

40

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F59-

INF

44,7

642

AREA

= 8

7.58

3,05

33,

148

F51-

SUP

99,6

431

AREA

= 8

7.58

-5,8

1376

F52-

SUP

71,3

111

AREA

= 8

7.58

-3,3

1557

F53-

SUP

78,1

541

AREA

= 8

7.58

-5,4

0557

F54-

SUP

61,5

481

AREA

= 8

7.58

-4,3

602,

192

F55-

SUP

87,9

171

AREA

= 8

7.58

-4,3

60-2

,078

F56-

SUP

36,4

361

AREA

= 8

7.58

-1,2

8031

F57-

SUP

43,2

781

AREA

= 8

7.58

-3,3

7031

F58-

SUP

26,6

731

AREA

= 8

7.58

-2,3

252,

166

F59-

SUP

53,0

421

AREA

= 8

7.58

-2,3

25-2

,104

F51-

INF

100,

047

1AR

EA =

87.

582,

911

-49

F52-

INF

71,6

141

AREA

= 8

7.58

-1,9

52-3

7F5

3-IN

F78

,457

1AR

EA =

87.

586,

319

-37

F54-

INF

61,8

511

AREA

= 8

7.58

2,18

3-4

,535

F55-

INF

88,2

201

AREA

= 8

7.58

2,18

34,

461

F56-

INF

36,5

981

AREA

= 8

7.58

-2,9

71-2

0F5

7-IN

F43

,440

1AR

EA =

87.

585,

300

-20

F58-

INF

26,8

351

AREA

= 8

7.58

1,16

4-4

,518

F59-

INF

53,2

031

AREA

= 8

7.58

1,16

44,

478

Pági

na:

41

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F61-

SUP

31,3

266

AREA

= 8

7.58

2,66

8-9

54F6

2-SU

P23

,428

6AR

EA =

87.

583,

741

-715

F63-

SUP

23,5

616

AREA

= 8

7.58

261

-715

F64-

SUP

24,1

306

AREA

= 8

7.58

2,00

11,

845

F65-

SUP

22,8

596

AREA

= 8

7.58

2,00

1-3

,276

F66-

SUP

12,4

646

AREA

= 8

7.58

2,80

7-3

82F6

7-SU

P12

,597

6AR

EA =

87.

58-6

72-3

82F6

8-SU

P13

,166

6AR

EA =

87.

581,

067

2,17

9F6

9-SU

P11

,895

6AR

EA =

87.

581,

067

-2,9

42

F61-

INF

31,7

306

AREA

= 8

7.58

-1,9

3668

0F6

2-IN

F23

,731

6AR

EA =

87.

58-2

,411

510

F63-

INF

23,8

646

AREA

= 8

7.58

-492

510

F64-

INF

24,4

346

AREA

= 8

7.58

-1,4

52-1

,008

F65-

INF

23,1

626

AREA

= 8

7.58

-1,4

522,

028

F66-

INF

12,6

266

AREA

= 8

7.58

-1,7

3427

2F6

7-IN

F12

,759

6AR

EA =

87.

5818

527

2F6

8-IN

F13

,328

6AR

EA =

87.

58-7

74-1

,246

F69-

INF

12,0

566

AREA

= 8

7.58

-774

1,79

0

F61-

SUP

61,9

415

AREA

= 8

7.58

1,27

4-4

42F6

2-SU

P46

,272

5AR

EA =

87.

582,

896

-332

F63-

SUP

46,6

405

AREA

= 8

7.58

-985

-332

F64-

SUP

48,0

965

AREA

= 8

7.58

956

1,93

4F6

5-SU

P44

,815

5AR

EA =

87.

5895

6-2

,597

F66-

SUP

24,5

925

AREA

= 8

7.58

2,45

0-1

77F6

7-SU

P24

,960

5AR

EA =

87.

58-1

,431

-177

F68-

SUP

26,4

175

AREA

= 8

7.58

510

2,08

8F6

9-SU

P23

,136

5AR

EA =

87.

5851

0-2

,442

F61-

INF

62,3

455

AREA

= 8

7.58

-1,4

5150

4F6

2-IN

F46

,575

5AR

EA =

87.

58-2

,570

378

F63-

INF

46,9

435

AREA

= 8

7.58

393

378

Pági

na:

42

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F64-

INF

48,4

005

AREA

= 8

7.58

-1,0

88-1

,518

F65-

INF

45,1

185

AREA

= 8

7.58

-1,0

882,

274

F66-

INF

24,7

545

AREA

= 8

7.58

-2,0

6220

1F6

7-IN

F25

,122

5AR

EA =

87.

5890

120

1F6

8-IN

F26

,579

5AR

EA =

87.

58-5

81-1

,694

F69-

INF

23,2

975

AREA

= 8

7.58

-581

2,09

7

F61-

SUP

92,8

424

AREA

= 8

7.58

1,57

6-5

60F6

2-SU

P69

,296

4AR

EA =

87.

583,

374

-420

F63-

SUP

69,9

674

AREA

= 8

7.58

-1,0

09-4

20F6

4-SU

P72

,447

4AR

EA =

87.

581,

182

1,99

6F6

5-SU

P66

,816

4AR

EA =

87.

581,

182

-2,8

36F6

6-SU

P36

,801

4AR

EA =

87.

582,

822

-224

F67-

SUP

37,4

734

AREA

= 8

7.58

-1,5

61-2

24F6

8-SU

P39

,952

4AR

EA =

87.

5863

12,

192

F69-

SUP

34,3

214

AREA

= 8

7.58

631

-2,6

40

F61-

INF

93,2

464

AREA

= 8

7.58

-1,5

2853

1F6

2-IN

F69

,599

4AR

EA =

87.

58-3

,033

398

F63-

INF

70,2

704

AREA

= 8

7.58

741

398

F64-

INF

72,7

504

AREA

= 8

7.58

-1,1

46-1

,856

F65-

INF

67,1

194

AREA

= 8

7.58

-1,1

462,

653

F66-

INF

36,9

634

AREA

= 8

7.58

-2,4

9821

2F6

7-IN

F37

,634

4AR

EA =

87.

581,

276

212

F68-

INF

40,1

144

AREA

= 8

7.58

-611

-2,0

42F6

9-IN

F34

,483

4AR

EA =

87.

58-6

112,

467

F61-

SUP

123,

813

3AR

EA =

87.

581,

510

-535

F62-

SUP

92,3

493

AREA

= 8

7.58

3,41

8-4

01F6

3-SU

P93

,371

3AR

EA =

87.

58-1

,153

-401

F64-

SUP

96,9

413

AREA

= 8

7.58

1,13

31,

903

F65-

SUP

88,7

793

AREA

= 8

7.58

1,13

3-2

,706

Pági

na:

43

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F66-

SUP

49,0

153

AREA

= 8

7.58

2,88

9-2

14F6

7-SU

P50

,036

3AR

EA =

87.

58-1

,681

-214

F68-

SUP

53,6

063

AREA

= 8

7.58

604

2,09

0F6

9-SU

P45

,444

3AR

EA =

87.

5860

4-2

,518

F61-

INF

124,

218

3AR

EA =

87.

58-1

,463

504

F62-

INF

92,6

533

AREA

= 8

7.58

-3,2

5137

8F6

3-IN

F93

,674

3AR

EA =

87.

581,

057

378

F64-

INF

97,2

443

AREA

= 8

7.58

-1,0

97-2

,042

F65-

INF

89,0

823

AREA

= 8

7.58

-1,0

972,

798

F66-

INF

49,1

763

AREA

= 8

7.58

-2,7

3920

2F6

7-IN

F50

,198

3AR

EA =

87.

581,

569

202

F68-

INF

53,7

683

AREA

= 8

7.58

-585

-2,2

19F6

9-IN

F45

,606

3AR

EA =

87.

58-5

852,

622

F61-

SUP

154,

894

2AR

EA =

87.

581,

577

-561

F62-

SUP

115,

474

2AR

EA =

87.

583,

418

-421

F63-

SUP

116,

867

2AR

EA =

87.

58-1

,053

-421

F64-

SUP

121,

514

2AR

EA =

87.

581,

182

1,62

0F6

5-SU

P11

0,82

82

AREA

= 8

7.58

1,18

2-2

,462

F66-

SUP

61,2

612

AREA

= 8

7.58

2,86

6-2

25F6

7-SU

P62

,654

2AR

EA =

87.

58-1

,605

-225

F68-

SUP

67,3

012

AREA

= 8

7.58

631

1,81

7F6

9-SU

P56

,615

2AR

EA =

87.

5863

1-2

,266

F61-

INF

155,

299

2AR

EA =

87.

58-1

,684

584

F62-

INF

115,

778

2AR

EA =

87.

58-3

,599

438

F63-

INF

117,

171

2AR

EA =

87.

581,

074

438

F64-

INF

121,

817

2AR

EA =

87.

58-1

,263

-1,9

71F6

5-IN

F11

1,13

12

AREA

= 8

7.58

-1,2

632,

847

F66-

INF

61,4

232

AREA

= 8

7.58

-3,0

1023

3F6

7-IN

F62

,816

2AR

EA =

87.

581,

663

233

F68-

INF

67,4

632

AREA

= 8

7.58

-673

-2,1

76

Pági

na:

44

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F69-

INF

56,7

762

AREA

= 8

7.58

-673

2,64

3

F61-

SUP

186,

312

1AR

EA =

87.

581,

206

-435

F62-

SUP

138,

854

1AR

EA =

87.

582,

864

-326

F63-

SUP

140,

614

1AR

EA =

87.

58-1

,055

-326

F64-

SUP

146,

262

1AR

EA =

87.

5890

41,

364

F65-

SUP

133,

206

1AR

EA =

87.

5890

4-2

,016

F66-

SUP

73,6

451

AREA

= 8

7.58

2,44

2-1

74F6

7-SU

P75

,405

1AR

EA =

87.

58-1

,477

-174

F68-

SUP

81,0

531

AREA

= 8

7.58

482

1,51

6F6

9-SU

P67

,997

1AR

EA =

87.

5848

2-1

,864

F61-

INF

186,

717

1AR

EA =

87.

58-6

9423

2F6

2-IN

F13

9,15

71

AREA

= 8

7.58

-5,1

1917

4F6

3-IN

F14

0,91

81

AREA

= 8

7.58

4,07

817

4F6

4-IN

F14

6,56

51

AREA

= 8

7.58

-521

-4,7

42F6

5-IN

F13

3,50

91

AREA

= 8

7.58

-521

5,08

9F6

6-IN

F73

,806

1AR

EA =

87.

58-4

,876

93F6

7-IN

F75

,567

1AR

EA =

87.

584,

321

93F6

8-IN

F81

,215

1AR

EA =

87.

58-2

78-4

,823

F69-

INF

68,1

591

AREA

= 8

7.58

-278

5,00

8

Pági

na:

45

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F71-

SUP

15,3

746

AREA

= 8

7.58

9,65

8-7

75F7

2-SU

P11

,888

6AR

EA =

87.

588,

229

-581

F73-

SUP

11,1

746

AREA

= 8

7.58

6,25

8-5

81F7

4-SU

P12

,961

6AR

EA =

87.

587,

243

1,27

3F7

5-SU

P10

,101

6AR

EA =

87.

587,

243

-2,4

36F7

6-SU

P6,

507

6AR

EA =

87.

584,

849

-310

F77-

SUP

5,79

36

AREA

= 8

7.58

2,87

7-3

10F7

8-SU

P7,

580

6AR

EA =

87.

583,

863

1,54

4F7

9-SU

P4,

720

6AR

EA =

87.

583,

863

-2,1

65

F71-

INF

15,7

796

AREA

= 8

7.58

-6,6

2054

1F7

2-IN

F12

,191

6AR

EA =

87.

58-5

,270

406

F73-

INF

11,4

776

AREA

= 8

7.58

-4,6

6040

6F7

4-IN

F13

,264

6AR

EA =

87.

58-4

,965

-558

F75-

INF

10,4

046

AREA

= 8

7.58

-4,9

651,

370

F76-

INF

6,66

86

AREA

= 8

7.58

-2,9

5321

7F7

7-IN

F5,

954

6AR

EA =

87.

58-2

,343

217

F78-

INF

7,74

16

AREA

= 8

7.58

-2,6

48-7

47F7

9-IN

F4,

881

6AR

EA =

87.

58-2

,648

1,18

0

F71-

SUP

31,5

585

AREA

= 8

7.58

4,85

8-3

60F7

2-SU

P24

,611

5AR

EA =

87.

584,

915

-270

F73-

SUP

22,7

275

AREA

= 8

7.58

2,37

2-2

70F7

4-SU

P33

,279

5AR

EA =

87.

583,

644

1,67

0F7

5-SU

P14

,058

5AR

EA =

87.

583,

644

-2,2

10F7

6-SU

P13

,565

5AR

EA =

87.

583,

214

-144

F77-

SUP

11,6

815

AREA

= 8

7.58

672

-144

F78-

SUP

22,2

345

AREA

= 8

7.58

1,94

31,

796

F79-

SUP

3,01

35

AREA

= 8

7.58

1,94

3-2

,084

F71-

INF

31,9

635

AREA

= 8

7.58

-5,4

0939

5F7

2-IN

F24

,914

5AR

EA =

87.

58-4

,771

296

F73-

INF

23,0

305

AREA

= 8

7.58

-3,3

4329

6

Pági

na:

46

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F74-

INF

33,5

835

AREA

= 8

7.58

-4,0

57-1

,216

F75-

INF

14,3

615

AREA

= 8

7.58

-4,0

571,

808

F76-

INF

13,7

275

AREA

= 8

7.58

-2,8

7715

8F7

7-IN

F11

,843

5AR

EA =

87.

58-1

,450

158

F78-

INF

22,3

965

AREA

= 8

7.58

-2,1

64-1

,354

F79-

INF

3,17

45

AREA

= 8

7.58

-2,1

641,

669

F71-

SUP

47,6

594

AREA

= 8

7.58

5,62

1-4

81F7

2-SU

P37

,430

4AR

EA =

87.

585,

514

-361

F73-

SUP

34,0

584

AREA

= 8

7.58

2,91

7-3

61F7

4-SU

P61

,544

4AR

EA =

87.

584,

216

1,72

7F7

5-SU

P9,

944

4AR

EA =

87.

584,

216

-2,4

49F7

6-SU

P20

,750

4AR

EA =

87.

583,

547

-192

F77-

SUP

17,3

774

AREA

= 8

7.58

949

-192

F78-

SUP

44,8

634

AREA

= 8

7.58

2,24

81,

895

F79-

SUP

-6,7

364

AREA

= 8

7.58

2,24

8-2

,280

F71-

INF

48,0

634

AREA

= 8

7.58

-5,5

1543

5F7

2-IN

F37

,734

4AR

EA =

87.

58-5

,098

326

F73-

INF

34,3

614

AREA

= 8

7.58

-3,1

7432

6F7

4-IN

F61

,847

4AR

EA =

87.

58-4

,136

-1,6

25F7

5-IN

F10

,247

4AR

EA =

87.

58-4

,136

2,27

7F7

6-IN

F20

,912

4AR

EA =

87.

58-3

,168

174

F77-

INF

17,5

394

AREA

= 8

7.58

-1,2

4417

4F7

8-IN

F45

,025

4AR

EA =

87.

58-2

,206

-1,7

77F7

9-IN

F-6

,575

4AR

EA =

87.

58-2

,206

2,12

5

F71-

SUP

63,7

523

AREA

= 8

7.58

5,44

3-4

67F7

2-SU

P50

,347

3AR

EA =

87.

585,

408

-350

F73-

SUP

45,2

813

AREA

= 8

7.58

2,75

6-3

50F7

4-SU

P96

,588

3AR

EA =

87.

584,

082

1,74

7F7

5-SU

P-9

593

AREA

= 8

7.58

4,08

2-2

,448

Pági

na:

47

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F76-

SUP

28,0

343

AREA

= 8

7.58

3,50

3-1

87F7

7-SU

P22

,968

3AR

EA =

87.

5885

1-1

87F7

8-SU

P74

,274

3AR

EA =

87.

582,

177

1,91

1F7

9-SU

P-2

3,27

33

AREA

= 8

7.58

2,17

7-2

,285

F71-

INF

64,1

563

AREA

= 8

7.58

-5,3

3541

2F7

2-IN

F50

,650

3AR

EA =

87.

58-5

,197

309

F73-

INF

45,5

843

AREA

= 8

7.58

-2,8

0530

9F7

4-IN

F96

,891

3AR

EA =

87.

58-4

,001

-2,0

15F7

5-IN

F-6

563

AREA

= 8

7.58

-4,0

012,

634

F76-

INF

28,1

963

AREA

= 8

7.58

-3,3

3016

5F7

7-IN

F23

,129

3AR

EA =

87.

58-9

3716

5F7

8-IN

F74

,436

3AR

EA =

87.

58-2

,134

-2,1

60F7

9-IN

F-2

3,11

13

AREA

= 8

7.58

-2,1

342,

490

F71-

SUP

79,8

292

AREA

= 8

7.58

5,50

5-5

20F7

2-SU

P63

,296

2AR

EA =

87.

585,

337

-390

F73-

SUP

56,4

472

AREA

= 8

7.58

2,92

0-3

90F7

4-SU

P13

7,76

22

AREA

= 8

7.58

4,12

81,

555

F75-

SUP

-18,

019

2AR

EA =

87.

584,

128

-2,3

35F7

6-SU

P35

,356

2AR

EA =

87.

583,

410

-208

F77-

SUP

28,5

072

AREA

= 8

7.58

993

-208

F78-

SUP

109,

822

2AR

EA =

87.

582,

202

1,73

7F7

9-SU

P-4

5,95

92

AREA

= 8

7.58

2,20

2-2

,153

F71-

INF

80,2

332

AREA

= 8

7.58

-5,9

0551

2F7

2-IN

F63

,599

2AR

EA =

87.

58-5

,657

384

F73-

INF

56,7

512

AREA

= 8

7.58

-3,2

0138

4F7

4-IN

F13

8,06

52

AREA

= 8

7.58

-4,4

29-2

,140

F75-

INF

-17,

716

2AR

EA =

87.

58-4

,429

2,90

8F7

6-IN

F35

,517

2AR

EA =

87.

58-3

,590

205

F77-

INF

28,6

692

AREA

= 8

7.58

-1,1

3420

5F7

8-IN

F10

9,98

32

AREA

= 8

7.58

-2,3

62-2

,319

Pági

na:

48

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

F79-

INF

-45,

797

2AR

EA =

87.

58-2

,362

2,72

9

F71-

SUP

95,7

521

AREA

= 8

7.58

4,44

5-4

18F7

2-SU

P76

,115

1AR

EA =

87.

584,

486

-314

F73-

SUP

67,5

131

AREA

= 8

7.58

2,18

2-3

14F7

4-SU

P17

9,96

81

AREA

= 8

7.58

3,33

41,

530

F75-

SUP

-36,

340

1AR

EA =

87.

583,

334

-2,1

58F7

6-SU

P42

,602

1AR

EA =

87.

582,

930

-167

F77-

SUP

33,9

991

AREA

= 8

7.58

626

-167

F78-

SUP

146,

455

1AR

EA =

87.

581,

778

1,67

7F7

9-SU

P-6

9,85

41

AREA

= 8

7.58

1,77

8-2

,011

F71-

INF

96,1

561

AREA

= 8

7.58

-2,3

7914

9F7

2-IN

F76

,419

1AR

EA =

87.

58-5

,975

111

F73-

INF

67,8

161

AREA

= 8

7.58

2,40

711

1F7

4-IN

F18

0,27

21

AREA

= 8

7.58

-1,7

84-5

,941

F75-

INF

-36,

037

1AR

EA =

87.

58-1

,784

6,16

4F7

6-IN

F42

,764

1AR

EA =

87.

58-5

,143

59F7

7-IN

F34

,161

1AR

EA =

87.

583,

239

59F7

8-IN

F14

6,61

71

AREA

= 8

7.58

-952

-5,9

93F7

9-IN

F-6

9,69

21

AREA

= 8

7.58

-952

6,11

2

Pági

na:

49

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C11-

SUP

3,23

56

AREA

= 8

7.58

-27

-4C1

2-SU

P56

26

AREA

= 8

7.58

225

-3C1

3-SU

P4,

290

6AR

EA =

87.

58-2

65-3

C14-

SUP

2,42

96

AREA

= 8

7.58

-20

2,74

6C1

5-SU

P2,

423

6AR

EA =

87.

58-2

0-2

,752

C16-

SUP

-570

6AR

EA =

87.

5823

4-2

C17-

SUP

3,15

86

AREA

= 8

7.58

-256

-2C1

8-SU

P1,

297

6AR

EA =

87.

58-1

12,

747

C19-

SUP

1,29

16

AREA

= 8

7.58

-11

-2,7

50

C11-

INF

3,63

96

AREA

= 8

7.58

-55

3C1

2-IN

F86

56

AREA

= 8

7.58

100

2C1

3-IN

F4,

593

6AR

EA =

87.

58-1

822

C14-

INF

2,73

26

AREA

= 8

7.58

-41

-1,3

00C1

5-IN

F2,

726

6AR

EA =

87.

58-4

11,

304

C16-

INF

-408

6AR

EA =

87.

5811

91

C17-

INF

3,32

06

AREA

= 8

7.58

-163

1C1

8-IN

F1,

459

6AR

EA =

87.

58-2

2-1

,301

C19-

INF

1,45

36

AREA

= 8

7.58

-22

1,30

3

C11-

SUP

6,90

65

AREA

= 8

7.58

-115

-2C1

2-SU

P-2

,923

5AR

EA =

87.

5870

2-2

C13-

SUP

13,2

815

AREA

= 8

7.58

-874

-2C1

4-SU

P5,

187

5AR

EA =

87.

58-8

63,

123

C15-

SUP

5,17

15

AREA

= 8

7.58

-86

-3,1

26C1

6-SU

P-5

,340

5AR

EA =

87.

5874

2-1

C17-

SUP

10,8

645

AREA

= 8

7.58

-834

-1C1

8-SU

P2,

770

5AR

EA =

87.

58-4

63,

124

C19-

SUP

2,75

45

AREA

= 8

7.58

-46

-3,1

25

C11-

INF

7,31

05

AREA

= 8

7.58

430

2C1

2-IN

F-2

,620

5AR

EA =

87.

5822

2C1

3-IN

F13

,584

5AR

EA =

87.

5862

32

Pági

na:

50

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C14-

INF

5,49

05

AREA

= 8

7.58

322

-2,1

29C1

5-IN

F5,

474

5AR

EA =

87.

5832

22,

132

C16-

INF

-5,1

785

AREA

= 8

7.58

-129

1C1

7-IN

F11

,026

5AR

EA =

87.

5847

31

C18-

INF

2,93

25

AREA

= 8

7.58

172

-2,1

30C1

9-IN

F2,

916

5AR

EA =

87.

5817

22,

132

C11-

SUP

10,6

544

AREA

= 8

7.58

526

-3C1

2-SU

P-1

1,27

24

AREA

= 8

7.58

1,30

3-2

C13-

SUP

27,2

524

AREA

= 8

7.58

-514

-2C1

4-SU

P8,

005

4AR

EA =

87.

5839

53,

444

C15-

SUP

7,97

64

AREA

= 8

7.58

395

-3,4

48C1

6-SU

P-1

5,00

14

AREA

= 8

7.58

1,11

9-1

C17-

SUP

23,5

244

AREA

= 8

7.58

-698

-1C1

8-SU

P4,

276

4AR

EA =

87.

5821

03,

445

C19-

SUP

4,24

74

AREA

= 8

7.58

210

-3,4

47

C11-

INF

11,0

584

AREA

= 8

7.58

-2,0

502

C12-

INF

-10,

969

4AR

EA =

87.

58-2

,149

2C1

3-IN

F27

,556

4AR

EA =

87.

58-9

252

C14-

INF

8,30

84

AREA

= 8

7.58

-1,5

37-2

,782

C15-

INF

8,27

94

AREA

= 8

7.58

-1,5

372,

786

C16-

INF

-14,

839

4AR

EA =

87.

58-1

,432

1C1

7-IN

F23

,685

4AR

EA =

87.

58-2

081

C18-

INF

4,43

84

AREA

= 8

7.58

-820

-2,7

83C1

9-IN

F4,

409

4AR

EA =

87.

58-8

202,

785

C11-

SUP

21,1

863

AREA

= 8

7.58

1,25

2-2

C12-

SUP

-19,

002

3AR

EA =

87.

582,

011

-2C1

3-SU

P50

,781

3AR

EA =

87.

58-1

33-2

C14-

SUP

15,9

123

AREA

= 8

7.58

939

3,56

0C1

5-SU

P15

,868

3AR

EA =

87.

5893

9-3

,564

Pági

na:

51

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C16-

SUP

-26,

417

3AR

EA =

87.

581,

573

-1C1

7-SU

P43

,366

3AR

EA =

87.

58-5

71-1

C18-

SUP

8,49

73

AREA

= 8

7.58

501

3,56

1C1

9-SU

P8,

452

3AR

EA =

87.

5850

1-3

,563

C11-

INF

21,5

913

AREA

= 8

7.58

1,00

92

C12-

INF

-18,

698

3AR

EA =

87.

58-2

182

C13-

INF

51,0

843

AREA

= 8

7.58

1,73

12

C14-

INF

16,2

153

AREA

= 8

7.58

757

-3,2

60C1

5-IN

F16

,171

3AR

EA =

87.

5875

73,

263

C16-

INF

-26,

255

3AR

EA =

87.

58-5

711

C17-

INF

43,5

283

AREA

= 8

7.58

1,37

81

C18-

INF

8,65

93

AREA

= 8

7.58

404

-3,2

61C1

9-IN

F8,

614

3AR

EA =

87.

5840

43,

262

C11-

SUP

42,5

232

AREA

= 8

7.58

-2,6

97-2

C12-

SUP

-22,

560

2AR

EA =

87.

58-8

91-2

C13-

SUP

86,3

442

AREA

= 8

7.58

-3,1

54-2

C14-

SUP

31,9

222

AREA

= 8

7.58

-2,0

223,

435

C15-

SUP

31,8

612

AREA

= 8

7.58

-2,0

22-3

,438

C16-

SUP

-37,

443

2AR

EA =

87.

5853

-1C1

7-SU

P71

,461

2AR

EA =

87.

58-2

,210

-1C1

8-SU

P17

,039

2AR

EA =

87.

58-1

,079

3,43

5C1

9-SU

P16

,979

2AR

EA =

87.

58-1

,079

-3,4

37

C11-

INF

42,9

272

AREA

= 8

7.58

2,43

43

C12-

INF

-22,

257

2AR

EA =

87.

5855

42

C13-

INF

86,6

472

AREA

= 8

7.58

3,09

72

C14-

INF

32,2

262

AREA

= 8

7.58

1,82

6-3

,873

C15-

INF

32,1

652

AREA

= 8

7.58

1,82

63,

877

C16-

INF

-37,

281

2AR

EA =

87.

58-2

981

C17-

INF

71,6

232

AREA

= 8

7.58

2,24

51

C18-

INF

17,2

012

AREA

= 8

7.58

974

-3,8

74

Pági

na:

52

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C19-

INF

17,1

402

AREA

= 8

7.58

974

3,87

6

C11-

SUP

63,6

211

AREA

= 8

7.58

-1,4

36-2

C12-

SUP

-26,

183

1AR

EA =

87.

5812

1-1

C13-

SUP

121,

615

1AR

EA =

87.

58-2

,275

-1C1

4-SU

P47

,754

1AR

EA =

87.

58-1

,077

2,31

6C1

5-SU

P47

,678

1AR

EA =

87.

58-1

,077

-2,3

19C1

6-SU

P-4

8,45

01

AREA

= 8

7.58

623

-1C1

7-SU

P99

,347

1AR

EA =

87.

58-1

,772

-1C1

8-SU

P25

,487

1AR

EA =

87.

58-5

742,

317

C19-

SUP

25,4

101

AREA

= 8

7.58

-574

-2,3

18

C11-

INF

64,0

261

AREA

= 8

7.58

929

0C1

2-IN

F-2

5,87

91

AREA

= 8

7.58

-3,6

720

C13-

INF

121,

918

1AR

EA =

87.

585,

066

0C1

4-IN

F48

,057

1AR

EA =

87.

5869

7-7

,667

C15-

INF

47,9

811

AREA

= 8

7.58

697

7,66

7C1

6-IN

F-4

8,28

81

AREA

= 8

7.58

-3,9

980

C17-

INF

99,5

091

AREA

= 8

7.58

4,74

00

C18-

INF

25,6

481

AREA

= 8

7.58

371

-7,6

67C1

9-IN

F25

,572

1AR

EA =

87.

5837

17,

667

Pági

na:

53

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C21-

SUP

3,15

76

AREA

= 8

7.58

55-4

C22-

SUP

4,23

26

AREA

= 8

7.58

287

-3C2

3-SU

P50

46

AREA

= 8

7.58

-204

-3C2

4-SU

P2,

370

6AR

EA =

87.

5842

2,27

7C2

5-SU

P2,

365

6AR

EA =

87.

5842

-2,2

83C2

6-SU

P3,

127

6AR

EA =

87.

5826

7-2

C27-

SUP

-601

6AR

EA =

87.

58-2

23-2

C28-

SUP

1,26

56

AREA

= 8

7.58

222,

278

C29-

SUP

1,26

06

AREA

= 8

7.58

22-2

,282

C21-

INF

3,56

16

AREA

= 8

7.58

103

C22-

INF

4,53

56

AREA

= 8

7.58

148

2C2

3-IN

F80

76

AREA

= 8

7.58

-133

2C2

4-IN

F2,

673

6AR

EA =

87.

587

-1,0

76C2

5-IN

F2,

669

6AR

EA =

87.

587

1,08

1C2

6-IN

F3,

289

6AR

EA =

87.

5814

51

C27-

INF

-439

6AR

EA =

87.

58-1

371

C28-

INF

1,42

76

AREA

= 8

7.58

4-1

,077

C29-

INF

1,42

26

AREA

= 8

7.58

41,

080

C21-

SUP

6,79

15

AREA

= 8

7.58

82-2

C22-

SUP

13,1

955

AREA

= 8

7.58

850

-2C2

3-SU

P-3

,009

5AR

EA =

87.

58-7

27-2

C24-

SUP

5,10

05

AREA

= 8

7.58

622,

594

C25-

SUP

5,08

75

AREA

= 8

7.58

62-2

,597

C26-

SUP

10,8

185

AREA

= 8

7.58

821

-1C2

7-SU

P-5

,386

5AR

EA =

87.

58-7

55-1

C28-

SUP

2,72

35

AREA

= 8

7.58

332,

594

C29-

SUP

2,71

05

AREA

= 8

7.58

33-2

,596

C21-

INF

7,19

55

AREA

= 8

7.58

-250

2C2

2-IN

F13

,498

5AR

EA =

87.

58-4

882

C23-

INF

-2,7

065

AREA

= 8

7.58

113

2

Pági

na:

54

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C24-

INF

5,40

35

AREA

= 8

7.58

-187

-1,7

67C2

5-IN

F5,

390

5AR

EA =

87.

58-1

871,

770

C26-

INF

10,9

805

AREA

= 8

7.58

-400

1C2

7-IN

F-5

,224

5AR

EA =

87.

5820

11

C28-

INF

2,88

55

AREA

= 8

7.58

-100

-1,7

68C2

9-IN

F2,

871

5AR

EA =

87.

58-1

001,

770

C21-

SUP

10,2

054

AREA

= 8

7.58

-189

-3C2

2-SU

P26

,916

4AR

EA =

87.

5876

7-2

C23-

SUP

-11,

608

4AR

EA =

87.

58-1

,050

-2C2

4-SU

P7,

666

4AR

EA =

87.

58-1

422,

859

C25-

SUP

7,64

24

AREA

= 8

7.58

-142

-2,8

63C2

6-SU

P23

,344

4AR

EA =

87.

5883

3-1

C27-

SUP

-15,

180

4AR

EA =

87.

58-9

84-1

C28-

SUP

4,09

44

AREA

= 8

7.58

-75

2,86

0C2

9-SU

P4,

070

4AR

EA =

87.

58-7

5-2

,862

C21-

INF

10,6

094

AREA

= 8

7.58

715

2C2

2-IN

F27

,219

4AR

EA =

87.

58-7

62

C23-

INF

-11,

305

4AR

EA =

87.

581,

148

2C2

4-IN

F7,

969

4AR

EA =

87.

5853

6-2

,309

C25-

INF

7,94

54

AREA

= 8

7.58

536

2,31

3C2

6-IN

F23

,506

4AR

EA =

87.

58-3

261

C27-

INF

-15,

018

4AR

EA =

87.

5889

81

C28-

INF

4,25

64

AREA

= 8

7.58

286

-2,3

10C2

9-IN

F4,

232

4AR

EA =

87.

5828

62,

312

C21-

SUP

12,8

703

AREA

= 8

7.58

628

-2C2

2-SU

P44

,544

3AR

EA =

87.

581,

543

-2C2

3-SU

P-2

5,23

93

AREA

= 8

7.58

-601

-2C2

4-SU

P9,

671

3AR

EA =

87.

5847

12,

957

C25-

SUP

9,63

43

AREA

= 8

7.58

471

-2,9

61

Pági

na:

55

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C26-

SUP

40,0

393

AREA

= 8

7.58

1,32

3-1

C27-

SUP

-29,

743

3AR

EA =

87.

58-8

21-1

C28-

SUP

5,16

63

AREA

= 8

7.58

251

2,95

8C2

9-SU

P5,

129

3AR

EA =

87.

5825

1-2

,960

C21-

INF

13,2

743

AREA

= 8

7.58

-2,6

452

C22-

INF

44,8

473

AREA

= 8

7.58

-2,9

582

C23-

INF

-24,

936

3AR

EA =

87.

58-1

,009

2C2

4-IN

F9,

974

3AR

EA =

87.

58-1

,984

-2,7

04C2

5-IN

F9,

937

3AR

EA =

87.

58-1

,984

2,70

8C2

6-IN

F40

,201

3AR

EA =

87.

58-2

,032

1C2

7-IN

F-2

9,58

23

AREA

= 8

7.58

-84

1C2

8-IN

F5,

328

3AR

EA =

87.

58-1

,058

-2,7

05C2

9-IN

F5,

291

3AR

EA =

87.

58-1

,058

2,70

7

C21-

SUP

26,0

032

AREA

= 8

7.58

4,43

8-2

C22-

SUP

73,9

542

AREA

= 8

7.58

4,46

0-2

C23-

SUP

-34,

950

2AR

EA =

87.

582,

197

-2C2

4-SU

P19

,527

2AR

EA =

87.

583,

329

2,85

7C2

5-SU

P19

,477

2AR

EA =

87.

583,

329

-2,8

61C2

6-SU

P64

,853

2AR

EA =

87.

582,

907

-1C2

7-SU

P-4

4,05

12

AREA

= 8

7.58

644

-1C2

8-SU

P10

,426

2AR

EA =

87.

581,

775

2,85

8C2

9-SU

P10

,376

2AR

EA =

87.

581,

775

-2,8

60

C21-

INF

26,4

072

AREA

= 8

7.58

-4,1

703

C22-

INF

74,2

572

AREA

= 8

7.58

-4,3

992

C23-

INF

-34,

647

2AR

EA =

87.

58-1

,856

2C2

4-IN

F19

,831

2AR

EA =

87.

58-3

,127

-3,2

15C2

5-IN

F19

,780

2AR

EA =

87.

58-3

,127

3,21

9C2

6-IN

F65

,015

2AR

EA =

87.

58-2

,940

1C2

7-IN

F-4

3,88

92

AREA

= 8

7.58

-396

1C2

8-IN

F10

,588

2AR

EA =

87.

58-1

,668

-3,2

16

Pági

na:

56

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C29-

INF

10,5

382

AREA

= 8

7.58

-1,6

683,

218

C21-

SUP

39,1

981

AREA

= 8

7.58

2,93

2-2

C22-

SUP

103,

297

1AR

EA =

87.

583,

397

-1C2

3-SU

P-4

4,50

01

AREA

= 8

7.58

1,00

2-1

C24-

SUP

29,4

301

AREA

= 8

7.58

2,19

91,

934

C25-

SUP

29,3

671

AREA

= 8

7.58

2,19

9-1

,937

C26-

SUP

89,5

781

AREA

= 8

7.58

2,37

1-1

C27-

SUP

-58,

219

1AR

EA =

87.

58-2

5-1

C28-

SUP

15,7

111

AREA

= 8

7.58

1,17

31,

934

C29-

SUP

15,6

481

AREA

= 8

7.58

1,17

3-1

,936

C21-

INF

39,6

021

AREA

= 8

7.58

-1,3

340

C22-

INF

103,

600

1AR

EA =

87.

58-5

,370

0C2

3-IN

F-4

4,19

71

AREA

= 8

7.58

3,36

80

C24-

INF

29,7

331

AREA

= 8

7.58

-1,0

01-6

,386

C25-

INF

29,6

701

AREA

= 8

7.58

-1,0

016,

386

C26-

INF

89,7

401

AREA

= 8

7.58

-4,9

030

C27-

INF

-58,

058

1AR

EA =

87.

583,

835

0C2

8-IN

F15

,873

1AR

EA =

87.

58-5

34-6

,386

C29-

INF

15,8

091

AREA

= 8

7.58

-534

6,38

6

Pági

na:

57

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'3

1-SU

P9,

353

6AR

EA =

87.

58-4

,873

713

C'3

2-SU

P6,

639

6AR

EA =

87.

58-2

,615

535

C'3

3-SU

P7,

392

6AR

EA =

87.

58-4

,694

535

C'3

4-SU

P5,

799

6AR

EA =

87.

58-3

,655

3,59

3C'

35-

SUP

8,23

16

AREA

= 8

7.58

-3,6

55-2

,524

C'3

6-SU

P3,

365

6AR

EA =

87.

58-9

0928

5C'

37-

SUP

4,11

86

AREA

= 8

7.58

-2,9

8928

5C'

38-

SUP

2,52

56

AREA

= 8

7.58

-1,9

493,

343

C'3

9-SU

P4,

957

6AR

EA =

87.

58-1

,949

-2,7

73

C'3

1-IN

F9,

758

6AR

EA =

87.

583,

340

-505

C'3

2-IN

F6,

942

6AR

EA =

87.

582,

203

-379

C'3

3-IN

F7,

695

6AR

EA =

87.

582,

807

-379

C'3

4-IN

F6,

102

6AR

EA =

87.

582,

505

-2,1

52C'

35-

INF

8,53

46

AREA

= 8

7.58

2,50

51,

395

C'3

6-IN

F3,

526

6AR

EA =

87.

581,

034

-202

C'3

7-IN

F4,

280

6AR

EA =

87.

581,

638

-202

C'3

8-IN

F2,

687

6AR

EA =

87.

581,

336

-1,9

75C'

39-

INF

5,11

96

AREA

= 8

7.58

1,33

61,

571

C'3

1-SU

P19

,400

5AR

EA =

87.

58-2

,451

307

C'3

2-SU

P13

,551

5AR

EA =

87.

58-4

6323

0C'

33-

SUP

15,5

495

AREA

= 8

7.58

-3,2

1423

0C'

34-

SUP

11,7

505

AREA

= 8

7.58

-1,8

382,

979

C'3

5-SU

P17

,350

5AR

EA =

87.

58-1

,838

-2,5

19C'

36-

SUP

6,76

15

AREA

= 8

7.58

395

123

C'3

7-SU

P8,

759

5AR

EA =

87.

58-2

,356

123

C'3

8-SU

P4,

960

5AR

EA =

87.

58-9

802,

871

C'3

9-SU

P10

,560

5AR

EA =

87.

58-9

80-2

,626

C'3

1-IN

F19

,804

5AR

EA =

87.

582,

729

-355

C'3

2-IN

F13

,854

5AR

EA =

87.

581,

294

-267

C'3

3-IN

F15

,852

5AR

EA =

87.

582,

800

-267

Pági

na:

58

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'3

4-IN

F12

,053

5AR

EA =

87.

582,

047

-2,4

33C'

35-

INF

17,6

545

AREA

= 8

7.58

2,04

71,

899

C'3

6-IN

F6,

923

5AR

EA =

87.

5833

8-1

42C'

37-

INF

8,92

15

AREA

= 8

7.58

1,84

5-1

42C'

38-

INF

5,12

25

AREA

= 8

7.58

1,09

2-2

,308

C'3

9-IN

F10

,722

5AR

EA =

87.

581,

092

2,02

4

C'3

1-SU

P29

,368

4AR

EA =

87.

58-2

,836

424

C'3

2-SU

P20

,226

4AR

EA =

87.

58-7

1631

8C'

33-

SUP

23,8

264

AREA

= 8

7.58

-3,5

3831

8C'

34-

SUP

17,4

924

AREA

= 8

7.58

-2,1

273,

353

C'3

5-SU

P26

,560

4AR

EA =

87.

58-2

,127

-2,7

18C'

36-

SUP

9,94

74

AREA

= 8

7.58

277

169

C'3

7-SU

P13

,547

4AR

EA =

87.

58-2

,546

169

C'3

8-SU

P7,

213

4AR

EA =

87.

58-1

,134

3,20

5C'

39-

SUP

16,2

814

AREA

= 8

7.58

-1,1

34-2

,866

C'3

1-IN

F29

,773

4AR

EA =

87.

582,

783

-393

C'3

2-IN

F20

,529

4AR

EA =

87.

581,

058

-295

C'3

3-IN

F24

,129

4AR

EA =

87.

583,

116

-295

C'3

4-IN

F17

,795

4AR

EA =

87.

582,

087

-2,8

73C'

35-

INF

26,8

634

AREA

= 8

7.58

2,08

72,

283

C'3

6-IN

F10

,109

4AR

EA =

87.

5884

-157

C'3

7-IN

F13

,709

4AR

EA =

87.

582,

142

-157

C'3

8-IN

F7,

375

4AR

EA =

87.

581,

113

-2,7

35C'

39-

INF

16,4

434

AREA

= 8

7.58

1,11

32,

421

C'3

1-SU

P39

,318

3AR

EA =

87.

58-2

,746

410

C'3

2-SU

P26

,772

3AR

EA =

87.

58-6

1130

7C'

33-

SUP

32,2

053

AREA

= 8

7.58

-3,5

0830

7C'

34-

SUP

23,1

563

AREA

= 8

7.58

-2,0

603,

354

C'3

5-SU

P35

,820

3AR

EA =

87.

58-2

,060

-2,7

40

Pági

na:

59

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'3

6-SU

P13

,010

3AR

EA =

87.

5835

016

4C'

37-

SUP

18,4

443

AREA

= 8

7.58

-2,5

4716

4C'

38-

SUP

9,39

53

AREA

= 8

7.58

-1,0

983,

211

C'3

9-SU

P22

,059

3AR

EA =

87.

58-1

,098

-2,8

83

C'3

1-IN

F39

,722

3AR

EA =

87.

582,

692

-377

C'3

2-IN

F27

,075

3AR

EA =

87.

5873

2-2

82C'

33-

INF

32,5

083

AREA

= 8

7.58

3,30

6-2

82C'

34-

INF

23,4

603

AREA

= 8

7.58

2,01

9-3

,062

C'3

5-IN

F36

,123

3AR

EA =

87.

582,

019

2,49

7C'

36-

INF

13,1

723

AREA

= 8

7.58

-210

-151

C'3

7-IN

F18

,605

3AR

EA =

87.

582,

364

-151

C'3

8-IN

F9,

557

3AR

EA =

87.

581,

077

-2,9

30C'

39-

INF

22,2

213

AREA

= 8

7.58

1,07

72,

629

C'3

1-SU

P49

,237

2AR

EA =

87.

58-2

,777

453

C'3

2-SU

P33

,241

2AR

EA =

87.

58-7

5034

0C'

33-

SUP

40,6

152

AREA

= 8

7.58

-3,4

1634

0C'

34-

SUP

28,8

932

AREA

= 8

7.58

-2,0

833,

256

C'3

5-SU

P44

,963

2AR

EA =

87.

58-2

,083

-2,5

77C'

36-

SUP

16,0

082

AREA

= 8

7.58

222

181

C'3

7-SU

P23

,382

2AR

EA =

87.

58-2

,444

181

C'3

8-SU

P11

,660

2AR

EA =

87.

58-1

,111

3,09

7C'

39-

SUP

27,7

302

AREA

= 8

7.58

-1,1

11-2

,735

C'3

1-IN

F49

,641

2AR

EA =

87.

582,

979

-469

C'3

2-IN

F33

,544

2AR

EA =

87.

5885

9-3

51C'

33-

INF

40,9

182

AREA

= 8

7.58

3,61

0-3

51C'

34-

INF

29,1

962

AREA

= 8

7.58

2,23

5-3

,518

C'3

5-IN

F45

,266

2AR

EA =

87.

582,

235

2,81

5C'

36-

INF

16,1

692

AREA

= 8

7.58

-184

-187

C'3

7-IN

F23

,544

2AR

EA =

87.

582,

567

-187

C'3

8-IN

F11

,822

2AR

EA =

87.

581,

192

-3,3

54

Pági

na:

60

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'3

9-IN

F27

,891

2AR

EA =

87.

581,

192

2,97

9

C'3

1-SU

P59

,067

1AR

EA =

87.

58-2

,243

353

C'3

2-SU

P39

,663

1AR

EA =

87.

58-4

8226

5C'

33-

SUP

48,9

371

AREA

= 8

7.58

-2,8

8226

5C'

34-

SUP

34,8

341

AREA

= 8

7.58

-1,6

822,

115

C'3

5-SU

P53

,766

1AR

EA =

87.

58-1

,682

-1,5

86C'

36-

SUP

18,9

901

AREA

= 8

7.58

303

141

C'3

7-SU

P28

,263

1AR

EA =

87.

58-2

,097

141

C'3

8-SU

P14

,161

1AR

EA =

87.

58-8

971,

992

C'3

9-SU

P33

,093

1AR

EA =

87.

58-8

97-1

,709

C'3

1-IN

F59

,471

1AR

EA =

87.

581,

200

-142

C'3

2-IN

F39

,966

1AR

EA =

87.

58-3

,589

-107

C'3

3-IN

F49

,240

1AR

EA =

87.

585,

389

-107

C'3

4-IN

F35

,137

1AR

EA =

87.

5890

0-5

,623

C'3

5-IN

F54

,069

1AR

EA =

87.

5890

05,

409

C'3

6-IN

F19

,151

1AR

EA =

87.

58-4

,009

-57

C'3

7-IN

F28

,425

1AR

EA =

87.

584,

969

-57

C'3

8-IN

F14

,322

1AR

EA =

87.

5848

0-5

,573

C'3

9-IN

F33

,254

1AR

EA =

87.

5848

05,

459

Pági

na:

61

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'4

1-SU

P15

,371

6AR

EA =

87.

58-1

,346

-553

C'4

2-SU

P11

,598

6AR

EA =

87.

5882

6-4

15C'

43-

SUP

11,4

586

AREA

= 8

7.58

-2,8

45-4

15C'

44-

SUP

10,8

376

AREA

= 8

7.58

-1,0

1065

5C'

45-

SUP

12,2

186

AREA

= 8

7.58

-1,0

10-1

,485

C'4

6-SU

P6,

218

6AR

EA =

87.

581,

297

-221

C'4

7-SU

P6,

078

6AR

EA =

87.

58-2

,374

-221

C'4

8-SU

P5,

458

6AR

EA =

87.

58-5

3884

8C'

49-

SUP

6,83

96

AREA

= 8

7.58

-538

-1,2

91

C'4

1-IN

F15

,775

6AR

EA =

87.

5897

740

1C'

42-

INF

11,9

016

AREA

= 8

7.58

-264

301

C'4

3-IN

F11

,761

6AR

EA =

87.

581,

729

301

C'4

4-IN

F11

,141

6AR

EA =

87.

5873

2-5

6C'

45-

INF

12,5

226

AREA

= 8

7.58

732

657

C'4

6-IN

F6,

380

6AR

EA =

87.

58-6

0616

0C'

47-

INF

6,24

06

AREA

= 8

7.58

1,38

716

0C'

48-

INF

5,61

96

AREA

= 8

7.58

391

-196

C'4

9-IN

F7,

000

6AR

EA =

87.

5839

151

7

C'4

1-SU

P30

,746

5AR

EA =

87.

58-6

43-2

85C'

42-

SUP

23,2

555

AREA

= 8

7.58

1,60

9-2

13C'

43-

SUP

22,8

645

AREA

= 8

7.58

-2,5

73-2

13C'

44-

SUP

21,2

835

AREA

= 8

7.58

-482

1,07

7C'

45-

SUP

24,8

365

AREA

= 8

7.58

-482

-1,5

04C'

46-

SUP

12,4

935

AREA

= 8

7.58

1,83

4-1

14C'

47-

SUP

12,1

035

AREA

= 8

7.58

-2,3

48-1

14C'

48-

SUP

10,5

225

AREA

= 8

7.58

-257

1,17

7C'

49-

SUP

14,0

755

AREA

= 8

7.58

-257

-1,4

05

C'4

1-IN

F31

,150

5AR

EA =

87.

5873

231

1C'

42-

INF

23,5

585

AREA

= 8

7.58

-1,0

2823

3C'

43-

INF

23,1

685

AREA

= 8

7.58

2,12

623

3

Pági

na:

62

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'4

4-IN

F21

,586

5AR

EA =

87.

5854

9-5

06C'

45-

INF

25,1

395

AREA

= 8

7.58

549

972

C'4

6-IN

F12

,655

5AR

EA =

87.

58-1

,284

124

C'4

7-IN

F12

,265

5AR

EA =

87.

581,

870

124

C'4

8-IN

F10

,684

5AR

EA =

87.

5829

3-6

15C'

49-

INF

14,2

365

AREA

= 8

7.58

293

863

C'4

1-SU

P46

,208

4AR

EA =

87.

58-7

95-3

27C'

42-

SUP

35,0

154

AREA

= 8

7.58

1,77

7-2

45C'

43-

SUP

34,2

984

AREA

= 8

7.58

-2,9

70-2

45C'

44-

SUP

31,5

264

AREA

= 8

7.58

-596

1,07

5C'

45-

SUP

37,7

874

AREA

= 8

7.58

-596

-1,5

66C'

46-

SUP

18,8

424

AREA

= 8

7.58

2,05

5-1

31C'

47-

SUP

18,1

254

AREA

= 8

7.58

-2,6

91-1

31C'

48-

SUP

15,3

534

AREA

= 8

7.58

-318

1,19

0C'

49-

SUP

21,6

144

AREA

= 8

7.58

-318

-1,4

51

C'4

1-IN

F46

,613

4AR

EA =

87.

5877

130

6C'

42-

INF

35,3

184

AREA

= 8

7.58

-1,4

4923

0C'

43-

INF

34,6

014

AREA

= 8

7.58

2,60

623

0C'

44-

INF

31,8

294

AREA

= 8

7.58

578

-765

C'4

5-IN

F38

,090

4AR

EA =

87.

5857

81,

225

C'4

6-IN

F19

,003

4AR

EA =

87.

58-1

,719

123

C'4

7-IN

F18

,287

4AR

EA =

87.

582,

336

123

C'4

8-IN

F15

,515

4AR

EA =

87.

5830

8-8

72C'

49-

INF

21,7

764

AREA

= 8

7.58

308

1,11

8

C'4

1-SU

P61

,691

3AR

EA =

87.

58-7

62-3

18C'

42-

SUP

46,8

163

AREA

= 8

7.58

1,91

8-2

39C'

43-

SUP

45,7

213

AREA

= 8

7.58

-3,0

61-2

39C'

44-

SUP

41,6

073

AREA

= 8

7.58

-571

1,09

4C'

45-

SUP

50,9

303

AREA

= 8

7.58

-571

-1,5

71

Pági

na:

63

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'4

6-SU

P25

,224

3AR

EA =

87.

582,

185

-127

C'4

7-SU

P24

,129

3AR

EA =

87.

58-2

,794

-127

C'4

8-SU

P20

,015

3AR

EA =

87.

58-3

051,

205

C'4

9-SU

P29

,338

3AR

EA =

87.

58-3

05-1

,460

C'4

1-IN

F62

,096

3AR

EA =

87.

5873

829

1C'

42-

INF

47,1

193

AREA

= 8

7.58

-1,7

7721

9C'

43-

INF

46,0

243

AREA

= 8

7.58

2,88

421

9C'

44-

INF

41,9

103

AREA

= 8

7.58

554

-1,0

02C'

45-

INF

51,2

343

AREA

= 8

7.58

554

1,43

9C'

46-

INF

25,3

863

AREA

= 8

7.58

-2,0

3511

7C'

47-

INF

24,2

913

AREA

= 8

7.58

2,62

511

7C'

48-

INF

20,1

763

AREA

= 8

7.58

295

-1,1

04C'

49-

INF

29,5

003

AREA

= 8

7.58

295

1,33

7

C'4

1-SU

P77

,206

2AR

EA =

87.

58-7

95-3

14C'

42-

SUP

58,6

552

AREA

= 8

7.58

1,85

4-2

35C'

43-

SUP

57,1

542

AREA

= 8

7.58

-3,0

47-2

35C'

44-

SUP

51,6

292

AREA

= 8

7.58

-597

996

C'4

5-SU

P64

,180

2AR

EA =

87.

58-5

97-1

,466

C'4

6-SU

P31

,632

2AR

EA =

87.

582,

132

-125

C'4

7-SU

P30

,132

2AR

EA =

87.

58-2

,769

-125

C'4

8-SU

P24

,606

2AR

EA =

87.

58-3

181,

105

C'4

9-SU

P37

,158

2AR

EA =

87.

58-3

18-1

,356

C'4

1-IN

F77

,610

2AR

EA =

87.

5884

931

0C'

42-

INF

58,9

582

AREA

= 8

7.58

-1,9

4023

3C'

43-

INF

57,4

582

AREA

= 8

7.58

3,21

423

3C'

44-

INF

51,9

322

AREA

= 8

7.58

637

-1,2

26C'

45-

INF

64,4

832

AREA

= 8

7.58

637

1,69

1C'

46-

INF

31,7

942

AREA

= 8

7.58

-2,2

3712

4C'

47-

INF

30,2

942

AREA

= 8

7.58

2,91

712

4C'

48-

INF

24,7

682

AREA

= 8

7.58

340

-1,3

34

Pági

na:

64

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'4

9-IN

F37

,320

2AR

EA =

87.

5834

01,

583

C'4

1-SU

P92

,825

1AR

EA =

87.

58-6

08-2

40C'

42-

SUP

70,5

681

AREA

= 8

7.58

1,61

6-1

80C'

43-

SUP

68,6

701

AREA

= 8

7.58

-2,5

29-1

80C'

44-

SUP

61,8

191

AREA

= 8

7.58

-456

683

C'4

5-SU

P77

,419

1AR

EA =

87.

58-4

56-1

,043

C'4

6-SU

P38

,079

1AR

EA =

87.

581,

829

-96

C'4

7-SU

P36

,181

1AR

EA =

87.

58-2

,316

-96

C'4

8-SU

P29

,330

1AR

EA =

87.

58-2

4376

7C'

49-

SUP

44,9

301

AREA

= 8

7.58

-243

-959

C'4

1-IN

F93

,229

1AR

EA =

87.

5835

013

7C'

42-

INF

70,8

711

AREA

= 8

7.58

-4,6

6710

3C'

43-

INF

68,9

731

AREA

= 8

7.58

5,19

210

3C'

44-

INF

62,1

221

AREA

= 8

7.58

263

-4,0

06C'

45-

INF

77,7

221

AREA

= 8

7.58

263

4,21

2C'

46-

INF

38,2

411

AREA

= 8

7.58

-4,7

8955

C'4

7-IN

F36

,343

1AR

EA =

87.

585,

069

55C'

48-

INF

29,4

921

AREA

= 8

7.58

140

-4,0

54C'

49-

INF

45,0

921

AREA

= 8

7.58

140

4,16

4

Pági

na:

65

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'5

1-SU

P9,

108

6AR

EA =

87.

586,

344

-141

C'5

2-SU

P7,

138

6AR

EA =

87.

585,

718

-106

C'5

3-SU

P6,

524

6AR

EA =

87.

583,

797

-106

C'5

4-SU

P7,

603

6AR

EA =

87.

584,

758

2,31

8C'

55-

SUP

6,05

96

AREA

= 8

7.58

4,75

8-2

,530

C'5

6-SU

P3,

950

6AR

EA =

87.

583,

498

-56

C'5

7-SU

P3,

337

6AR

EA =

87.

581,

577

-56

C'5

8-SU

P4,

415

6AR

EA =

87.

582,

537

2,36

8C'

59-

SUP

2,87

16

AREA

= 8

7.58

2,53

7-2

,481

C'5

1-IN

F9,

512

6AR

EA =

87.

58-4

,192

110

C'5

2-IN

F7,

441

6AR

EA =

87.

58-3

,374

83C'

53-

INF

6,82

86

AREA

= 8

7.58

-2,9

1583

C'5

4-IN

F7,

906

6AR

EA =

87.

58-3

,144

-1,5

77C'

55-

INF

6,36

26

AREA

= 8

7.58

-3,1

441,

742

C'5

6-IN

F4,

112

6AR

EA =

87.

58-1

,906

44C'

57-

INF

3,49

86

AREA

= 8

7.58

-1,4

4744

C'5

8-IN

F4,

577

6AR

EA =

87.

58-1

,677

-1,6

15C'

59-

INF

3,03

36

AREA

= 8

7.58

-1,6

771,

704

C'5

1-SU

P19

,013

5AR

EA =

87.

583,

089

-93

C'5

2-SU

P15

,064

5AR

EA =

87.

583,

607

-70

C'5

3-SU

P13

,456

5AR

EA =

87.

581,

026

-70

C'5

4-SU

P11

,406

5AR

EA =

87.

582,

317

2,25

8C'

55-

SUP

17,1

135

AREA

= 8

7.58

2,31

7-2

,398

C'5

6-SU

P8,

409

5AR

EA =

87.

582,

526

-37

C'5

7-SU

P6,

801

5AR

EA =

87.

58-5

5-3

7C'

58-

SUP

4,75

25

AREA

= 8

7.58

1,23

52,

291

C'5

9-SU

P10

,459

5AR

EA =

87.

581,

235

-2,3

65

C'5

1-IN

F19

,417

5AR

EA =

87.

58-3

,467

88C'

52-

INF

15,3

675

AREA

= 8

7.58

-3,2

5666

C'5

3-IN

F13

,759

5AR

EA =

87.

58-1

,944

66

Pági

na:

66

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'5

4-IN

F11

,710

5AR

EA =

87.

58-2

,600

-1,9

82C'

55-

INF

17,4

175

AREA

= 8

7.58

-2,6

002,

114

C'5

6-IN

F8,

571

5AR

EA =

87.

58-2

,043

35C'

57-

INF

6,96

35

AREA

= 8

7.58

-731

35C'

58-

INF

4,91

35

AREA

= 8

7.58

-1,3

87-2

,013

C'5

9-IN

F10

,621

5AR

EA =

87.

58-1

,387

2,08

3

C'5

1-SU

P28

,774

4AR

EA =

87.

583,

618

-107

C'5

2-SU

P23

,022

4AR

EA =

87.

584,

012

-80

C'5

3-SU

P20

,139

4AR

EA =

87.

581,

416

-80

C'5

4-SU

P9,

926

4AR

EA =

87.

582,

714

2,45

7C'

55-

SUP

33,2

344

AREA

= 8

7.58

2,71

4-2

,617

C'5

6-SU

P12

,951

4AR

EA =

87.

582,

745

-43

C'5

7-SU

P10

,068

4AR

EA =

87.

5814

9-4

3C'

58-

SUP

-145

4AR

EA =

87.

581,

447

2,49

4C'

59-

SUP

23,1

644

AREA

= 8

7.58

1,44

7-2

,580

C'5

1-IN

F29

,178

4AR

EA =

87.

58-3

,566

90C'

52-

INF

23,3

254

AREA

= 8

7.58

-3,5

8468

C'5

3-IN

F20

,442

4AR

EA =

87.

58-1

,765

68C'

54-

INF

10,2

304

AREA

= 8

7.58

-2,6

75-2

,337

C'5

5-IN

F33

,538

4AR

EA =

87.

58-2

,675

2,47

3C'

56-

INF

13,1

134

AREA

= 8

7.58

-2,3

3636

C'5

7-IN

F10

,230

4AR

EA =

87.

58-5

1736

C'5

8-IN

F17

4AR

EA =

87.

58-1

,427

-2,3

69C'

59-

INF

23,3

254

AREA

= 8

7.58

-1,4

272,

441

C'5

1-SU

P38

,507

3AR

EA =

87.

583,

488

-115

C'5

2-SU

P31

,049

3AR

EA =

87.

583,

936

-86

C'5

3-SU

P26

,711

3AR

EA =

87.

581,

296

-86

C'5

4-SU

P4,

047

3AR

EA =

87.

582,

616

2,46

6C'

55-

SUP

53,7

143

AREA

= 8

7.58

2,61

6-2

,638

Pági

na:

67

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'5

6-SU

P17

,572

3AR

EA =

87.

582,

715

-46

C'5

7-SU

P13

,234

3AR

EA =

87.

5875

-46

C'5

8-SU

P-9

,431

3AR

EA =

87.

581,

395

2,50

6C'

59-

SUP

40,2

373

AREA

= 8

7.58

1,39

5-2

,598

C'5

1-IN

F38

,911

3AR

EA =

87.

58-3

,450

94C'

52-

INF

31,3

533

AREA

= 8

7.58

-3,7

4470

C'5

3-IN

F27

,014

3AR

EA =

87.

58-1

,431

70C'

54-

INF

4,35

03

AREA

= 8

7.58

-2,5

87-2

,547

C'5

5-IN

F54

,017

3AR

EA =

87.

58-2

,587

2,68

7C'

56-

INF

17,7

343

AREA

= 8

7.58

-2,5

3737

C'5

7-IN

F13

,395

3AR

EA =

87.

58-2

2337

C'5

8-IN

F-9

,269

3AR

EA =

87.

58-1

,380

-2,5

79C'

59-

INF

40,3

983

AREA

= 8

7.58

-1,3

802,

654

C'5

1-SU

P48

,192

2AR

EA =

87.

583,

550

-125

C'5

2-SU

P39

,081

2AR

EA =

87.

583,

858

-94

C'5

3-SU

P33

,206

2AR

EA =

87.

581,

468

-94

C'5

4-SU

P-6

,008

2AR

EA =

87.

582,

663

2,27

8C'

55-

SUP

78,2

952

AREA

= 8

7.58

2,66

3-2

,465

C'5

6-SU

P22

,214

2AR

EA =

87.

582,

615

-50

C'5

7-SU

P16

,339

2AR

EA =

87.

5822

5-5

0C'

58-

SUP

-22,

875

2AR

EA =

87.

581,

420

2,32

1C'

59-

SUP

61,4

282

AREA

= 8

7.58

1,42

0-2

,421

C'5

1-IN

F48

,596

2AR

EA =

87.

58-3

,851

100

C'5

2-IN

F39

,384

2AR

EA =

87.

58-4

,115

75C'

53-

INF

33,5

102

AREA

= 8

7.58

-1,6

6275

C'5

4-IN

F-5

,705

2AR

EA =

87.

58-2

,888

-2,5

99C'

55-

INF

78,5

992

AREA

= 8

7.58

-2,8

882,

748

C'5

6-IN

F22

,375

2AR

EA =

87.

58-2

,767

40C'

57-

INF

16,5

012

AREA

= 8

7.58

-314

40C'

58-

INF

-22,

713

2AR

EA =

87.

58-1

,540

-2,6

33

Pági

na:

68

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

C'5

9-IN

F61

,590

2AR

EA =

87.

58-1

,540

2,71

3

C'5

1-SU

P57

,689

1AR

EA =

87.

582,

933

-127

C'5

2-SU

P46

,955

1AR

EA =

87.

583,

284

-95

C'5

3-SU

P39

,579

1AR

EA =

87.

581,

115

-95

C'5

4-SU

P-1

7,01

61

AREA

= 8

7.58

2,20

01,

825

C'5

5-SU

P10

3,54

91

AREA

= 8

7.58

2,20

0-2

,015

C'5

6-SU

P26

,763

1AR

EA =

87.

582,

258

-51

C'5

7-SU

P19

,388

1AR

EA =

87.

5889

-51

C'5

8-SU

P-3

7,20

71

AREA

= 8

7.58

1,17

31,

869

C'5

9-SU

P83

,358

1AR

EA =

87.

581,

173

-1,9

71

C'5

1-IN

F58

,093

1AR

EA =

87.

58-1

,469

53C'

52-

INF

47,2

581

AREA

= 8

7.58

-5,5

3039

C'5

3-IN

F39

,882

1AR

EA =

87.

583,

327

39C'

54-

INF

-16,

712

1AR

EA =

87.

58-1

,102

-4,3

73C'

55-

INF

103,

852

1AR

EA =

87.

58-1

,102

4,45

2C'

56-

INF

26,9

251

AREA

= 8

7.58

-5,0

1621

C'5

7-IN

F19

,550

1AR

EA =

87.

583,

841

21C'

58-

INF

-37,

045

1AR

EA =

87.

58-5

88-4

,392

C'5

9-IN

F83

,520

1AR

EA =

87.

58-5

884,

434

Pági

na:

69

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D1

1-SU

P17

,024

6AR

EA =

87.

58-5

,056

-153

D1

2-SU

P12

,172

6AR

EA =

87.

58-2

,400

-115

D1

3-SU

P13

,364

6AR

EA =

87.

58-5

,183

-115

D1

4-SU

P12

,824

6AR

EA =

87.

58-3

,792

2,58

5D

15-

SUP

12,7

136

AREA

= 8

7.58

-3,7

92-2

,814

D1

6-SU

P6,

214

6AR

EA =

87.

58-6

31-6

1D

17-

SUP

7,40

66

AREA

= 8

7.58

-3,4

14-6

1D

18-

SUP

6,86

56

AREA

= 8

7.58

-2,0

222,

638

D1

9-SU

P6,

754

6AR

EA =

87.

58-2

,022

-2,7

61

D1

1-IN

F17

,429

6AR

EA =

87.

583,

290

105

D1

2-IN

F12

,475

6AR

EA =

87.

581,

907

78D

13-

INF

13,6

686

AREA

= 8

7.58

3,02

878

D1

4-IN

F13

,127

6AR

EA =

87.

582,

468

-1,1

63D

15-

INF

13,0

166

AREA

= 8

7.58

2,46

81,

320

D1

6-IN

F6,

375

6AR

EA =

87.

5875

642

D1

7-IN

F7,

568

6AR

EA =

87.

581,

877

42D

18-

INF

7,02

76

AREA

= 8

7.58

1,31

6-1

,200

D1

9-IN

F6,

916

6AR

EA =

87.

581,

316

1,28

4

D1

1-SU

P34

,643

5AR

EA =

87.

58-2

,691

-18

D1

2-SU

P24

,397

5AR

EA =

87.

58-3

32-1

4D

13-

SUP

27,5

695

AREA

= 8

7.58

-3,7

04-1

4D

14-

SUP

26,1

805

AREA

= 8

7.58

-2,0

183,

027

D1

5-SU

P25

,785

5AR

EA =

87.

58-2

,018

-3,0

55D

16-

SUP

12,2

715

AREA

= 8

7.58

610

-7D

17-

SUP

15,4

435

AREA

= 8

7.58

-2,7

62-7

D1

8-SU

P14

,055

5AR

EA =

87.

58-1

,076

3,03

3D

19-

SUP

13,6

605

AREA

= 8

7.58

-1,0

76-3

,048

D1

1-IN

F35

,048

5AR

EA =

87.

582,

910

45D

12-

INF

24,7

005

AREA

= 8

7.58

1,15

133

D1

3-IN

F27

,872

5AR

EA =

87.

583,

214

33

Pági

na:

70

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D1

4-IN

F26

,483

5AR

EA =

87.

582,

183

-2,0

17D

15-

INF

26,0

885

AREA

= 8

7.58

2,18

32,

083

D1

6-IN

F12

,433

5AR

EA =

87.

5813

318

D1

7-IN

F15

,605

5AR

EA =

87.

582,

195

18D

18-

INF

14,2

165

AREA

= 8

7.58

1,16

4-2

,032

D1

9-IN

F13

,822

5AR

EA =

87.

581,

164

2,06

8

D1

1-SU

P52

,263

4AR

EA =

87.

58-2

,965

-78

D1

2-SU

P36

,356

4AR

EA =

87.

58-4

00-5

8D

13-

SUP

42,0

394

AREA

= 8

7.58

-4,0

48-5

8D

14-

SUP

39,5

574

AREA

= 8

7.58

-2,2

243,

311

D1

5-SU

P38

,838

4AR

EA =

87.

58-2

,224

-3,4

27D

16-

SUP

18,0

644

AREA

= 8

7.58

638

-31

D1

7-SU

P23

,747

4AR

EA =

87.

58-3

,010

-31

D1

8-SU

P21

,265

4AR

EA =

87.

58-1

,186

3,33

8D

19-

SUP

20,5

464

AREA

= 8

7.58

-1,1

86-3

,400

D1

1-IN

F52

,667

4AR

EA =

87.

582,

943

72D

12-

INF

36,6

594

AREA

= 8

7.58

805

54D

13-

INF

42,3

424

AREA

= 8

7.58

3,61

054

D1

4-IN

F39

,860

4AR

EA =

87.

582,

207

-2,6

49D

15-

INF

39,1

414

AREA

= 8

7.58

2,20

72,

757

D1

6-IN

F18

,226

4AR

EA =

87.

58-2

2529

D1

7-IN

F23

,908

4AR

EA =

87.

582,

580

29D

18-

INF

21,4

264

AREA

= 8

7.58

1,17

7-2

,674

D1

9-IN

F20

,708

4AR

EA =

87.

581,

177

2,73

2

D1

1-SU

P69

,850

3AR

EA =

87.

58-2

,859

-64

D1

2-SU

P48

,111

3AR

EA =

87.

58-2

86-4

8D

13-

SUP

56,6

633

AREA

= 8

7.58

-4,0

03-4

8D

14-

SUP

52,9

273

AREA

= 8

7.58

-2,1

443,

424

D1

5-SU

P51

,847

3AR

EA =

87.

58-2

,144

-3,5

20

Pági

na:

71

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D1

6-SU

P23

,664

3AR

EA =

87.

5871

5-2

6D

17-

SUP

32,2

163

AREA

= 8

7.58

-3,0

02-2

6D

18-

SUP

28,4

803

AREA

= 8

7.58

-1,1

443,

447

D1

9-SU

P27

,400

3AR

EA =

87.

58-1

,144

-3,4

98

D1

1-IN

F70

,254

3AR

EA =

87.

582,

854

63D

12-

INF

48,4

153

AREA

= 8

7.58

489

47D

13-

INF

56,9

663

AREA

= 8

7.58

3,79

147

D1

4-IN

F53

,230

3AR

EA =

87.

582,

140

-3,1

22D

15-

INF

52,1

503

AREA

= 8

7.58

2,14

03,

216

D1

6-IN

F23

,826

3AR

EA =

87.

58-5

1025

D1

7-IN

F32

,377

3AR

EA =

87.

582,

793

25D

18-

INF

28,6

423

AREA

= 8

7.58

1,14

1-3

,144

D1

9-IN

F27

,561

3AR

EA =

87.

581,

141

3,19

4

D1

1-SU

P87

,392

2AR

EA =

87.

58-2

,842

-87

D1

2-SU

P59

,741

2AR

EA =

87.

58-3

12-6

5D

13-

SUP

71,3

472

AREA

= 8

7.58

-3,9

51-6

5D

14-

SUP

66,2

712

AREA

= 8

7.58

-2,1

323,

292

D1

5-SU

P64

,816

2AR

EA =

87.

58-2

,132

-3,4

22D

16-

SUP

29,1

542

AREA

= 8

7.58

683

-35

D1

7-SU

P40

,760

2AR

EA =

87.

58-2

,957

-35

D1

8-SU

P35

,684

2AR

EA =

87.

58-1

,137

3,32

2D

19-

SUP

34,2

292

AREA

= 8

7.58

-1,1

37-3

,392

D1

1-IN

F87

,796

2AR

EA =

87.

583,

074

102

D1

2-IN

F60

,044

2AR

EA =

87.

5835

377

D1

3-IN

F71

,650

2AR

EA =

87.

584,

258

77D

14-

INF

66,5

752

AREA

= 8

7.58

2,30

6-3

,725

D1

5-IN

F65

,120

2AR

EA =

87.

582,

306

3,87

9D

16-

INF

29,3

152

AREA

= 8

7.58

-723

41D

17-

INF

40,9

212

AREA

= 8

7.58

3,18

241

D1

8-IN

F35

,846

2AR

EA =

87.

581,

230

-3,7

61

Pági

na:

72

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D1

9-IN

F34

,391

2AR

EA =

87.

581,

230

3,84

3

D1

1-SU

P10

4,87

91

AREA

= 8

7.58

-2,3

99-6

3D

12-

SUP

71,3

951

AREA

= 8

7.58

-416

-47

D1

3-SU

P85

,923

1AR

EA =

87.

58-3

,182

-47

D1

4-SU

P79

,541

1AR

EA =

87.

58-1

,799

2,21

2D

15-

SUP

77,7

771

AREA

= 8

7.58

-1,7

99-2

,306

D1

6-SU

P34

,688

1AR

EA =

87.

5842

3-2

5D

17-

SUP

49,2

161

AREA

= 8

7.58

-2,3

43-2

5D

18-

SUP

42,8

341

AREA

= 8

7.58

-960

2,23

4D

19-

SUP

41,0

691

AREA

= 8

7.58

-960

-2,2

84

D1

1-IN

F10

5,28

31

AREA

= 8

7.58

1,34

527

D1

2-IN

F71

,699

1AR

EA =

87.

58-3

,987

20D

13-

INF

86,2

261

AREA

= 8

7.58

6,00

520

D1

4-IN

F79

,845

1AR

EA =

87.

581,

009

-7,6

14D

15-

INF

78,0

801

AREA

= 8

7.58

1,00

97,

654

D1

6-IN

F34

,849

1AR

EA =

87.

58-4

,458

11D

17-

INF

49,3

771

AREA

= 8

7.58

5,53

411

D1

8-IN

F42

,995

1AR

EA =

87.

5853

8-7

,623

D1

9-IN

F41

,231

1AR

EA =

87.

5853

87,

644

Pági

na:

73

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D2

1-SU

P22

,422

6AR

EA =

87.

582,

250

-153

D2

2-SU

P16

,689

6AR

EA =

87.

584,

278

-115

D2

3-SU

P16

,944

6AR

EA =

87.

58-9

02-1

15D

24-

SUP

16,8

636

AREA

= 8

7.58

1,68

82,

124

D2

5-SU

P16

,770

6AR

EA =

87.

581,

688

-2,3

54D

26-

SUP

8,84

16

AREA

= 8

7.58

3,49

0-6

1D

27-

SUP

9,09

66

AREA

= 8

7.58

-1,6

90-6

1D

28-

SUP

9,01

56

AREA

= 8

7.58

900

2,17

8D

29-

SUP

8,92

36

AREA

= 8

7.58

900

-2,3

00

D2

1-IN

F22

,826

6AR

EA =

87.

58-1

,603

105

D2

2-IN

F16

,992

6AR

EA =

87.

58-2

,868

78D

23-

INF

17,2

476

AREA

= 8

7.58

463

78D

24-

INF

17,1

666

AREA

= 8

7.58

-1,2

02-9

50D

25-

INF

17,0

746

AREA

= 8

7.58

-1,2

021,

107

D2

6-IN

F9,

003

6AR

EA =

87.

58-2

,307

42D

27-

INF

9,25

86

AREA

= 8

7.58

1,02

442

D2

8-IN

F9,

177

6AR

EA =

87.

58-6

41-9

87D

29-

INF

9,08

46

AREA

= 8

7.58

-641

1,07

0

D2

1-SU

P45

,111

5AR

EA =

87.

5860

6-1

8D

22-

SUP

33,3

785

AREA

= 8

7.58

3,34

8-1

4D

23-

SUP

34,2

895

AREA

= 8

7.58

-2,4

39-1

4D

24-

SUP

33,9

975

AREA

= 8

7.58

455

2,51

2D

25-

SUP

33,6

705

AREA

= 8

7.58

455

-2,5

39D

26-

SUP

17,5

895

AREA

= 8

7.58

3,13

6-7

D2

7-SU

P18

,500

5AR

EA =

87.

58-2

,651

-7D

28-

SUP

18,2

085

AREA

= 8

7.58

242

2,51

8D

29-

SUP

17,8

815

AREA

= 8

7.58

242

-2,5

33

D2

1-IN

F45

,516

5AR

EA =

87.

58-8

6845

D2

2-IN

F33

,681

5AR

EA =

87.

58-3

,024

33D

23-

INF

34,5

925

AREA

= 8

7.58

1,72

233

Pági

na:

74

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D2

4-IN

F34

,300

5AR

EA =

87.

58-6

51-1

,668

D2

5-IN

F33

,973

5AR

EA =

87.

58-6

511,

735

D2

6-IN

F17

,750

5AR

EA =

87.

58-2

,720

18D

27-

INF

18,6

625

AREA

= 8

7.58

2,02

618

D2

8-IN

F18

,370

5AR

EA =

87.

58-3

47-1

,684

D2

9-IN

F18

,042

5AR

EA =

87.

58-3

471,

720

D2

1-SU

P67

,869

4AR

EA =

87.

581,

140

-78

D2

2-SU

P50

,057

4AR

EA =

87.

584,

206

-58

D2

3-SU

P51

,747

4AR

EA =

87.

58-2

,496

-58

D2

4-SU

P51

,200

4AR

EA =

87.

5885

52,

739

D2

5-SU

P50

,604

4AR

EA =

87.

5885

5-2

,855

D2

6-SU

P26

,303

4AR

EA =

87.

583,

807

-31

D2

7-SU

P27

,993

4AR

EA =

87.

58-2

,895

-31

D2

8-SU

P27

,446

4AR

EA =

87.

5845

62,

766

D2

9-SU

P26

,849

4AR

EA =

87.

5845

6-2

,828

D2

1-IN

F68

,274

4AR

EA =

87.

58-1

,092

72D

22-

INF

50,3

604

AREA

= 8

7.58

-3,8

0854

D2

3-IN

F52

,050

4AR

EA =

87.

582,

171

54D

24-

INF

51,5

034

AREA

= 8

7.58

-819

-2,1

89D

25-

INF

50,9

074

AREA

= 8

7.58

-819

2,29

7D

26-

INF

26,4

644

AREA

= 8

7.58

-3,4

2629

D2

7-IN

F28

,154

4AR

EA =

87.

582,

553

29D

28-

INF

27,6

084

AREA

= 8

7.58

-437

-2,2

14D

29-

INF

27,0

114

AREA

= 8

7.58

-437

2,27

2

D2

1-SU

P90

,641

3AR

EA =

87.

581,

081

-64

D2

2-SU

P66

,703

3AR

EA =

87.

584,

345

-48

D2

3-SU

P69

,259

3AR

EA =

87.

58-2

,723

-48

D2

4-SU

P68

,429

3AR

EA =

87.

5881

12,

836

D2

5-SU

P67

,532

3AR

EA =

87.

5881

1-2

,932

Pági

na:

75

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D2

6-SU

P34

,978

3AR

EA =

87.

583,

967

-26

D2

7-SU

P37

,535

3AR

EA =

87.

58-3

,102

-26

D2

8-SU

P36

,705

3AR

EA =

87.

5843

22,

859

D2

9-SU

P35

,808

3AR

EA =

87.

5843

2-2

,910

D2

1-IN

F91

,045

3AR

EA =

87.

58-1

,041

63D

22-

INF

67,0

063

AREA

= 8

7.58

-4,1

3647

D2

3-IN

F69

,562

3AR

EA =

87.

582,

575

47D

24-

INF

68,7

323

AREA

= 8

7.58

-780

-2,5

82D

25-

INF

67,8

363

AREA

= 8

7.58

-780

2,67

7D

26-

INF

35,1

403

AREA

= 8

7.58

-3,7

7125

D2

7-IN

F37

,696

3AR

EA =

87.

582,

939

25D

28-

INF

36,8

673

AREA

= 8

7.58

-416

-2,6

04D

29-

INF

35,9

703

AREA

= 8

7.58

-416

2,65

5

D2

1-SU

P11

3,43

92

AREA

= 8

7.58

1,32

8-8

7D

22-

SUP

83,3

532

AREA

= 8

7.58

4,56

6-6

5D

23-

SUP

86,8

062

AREA

= 8

7.58

-2,5

74-6

5D

24-

SUP

85,6

832

AREA

= 8

7.58

996

2,72

8D

25-

SUP

84,4

752

AREA

= 8

7.58

996

-2,8

58D

26-

SUP

43,6

492

AREA

= 8

7.58

4,10

1-3

5D

27-

SUP

47,1

022

AREA

= 8

7.58

-3,0

39-3

5D

28-

SUP

45,9

802

AREA

= 8

7.58

531

2,75

8D

29-

SUP

44,7

722

AREA

= 8

7.58

531

-2,8

28

D2

1-IN

F11

3,84

32

AREA

= 8

7.58

-1,4

8310

2D

22-

INF

83,6

562

AREA

= 8

7.58

-4,8

8577

D2

3-IN

F87

,109

2AR

EA =

87.

582,

660

77D

24-

INF

85,9

872

AREA

= 8

7.58

-1,1

12-3

,080

D2

5-IN

F84

,778

2AR

EA =

87.

58-1

,112

3,23

4D

26-

INF

43,8

112

AREA

= 8

7.58

-4,3

6641

D2

7-IN

F47

,264

2AR

EA =

87.

583,

179

41D

28-

INF

46,1

412

AREA

= 8

7.58

-593

-3,1

16

Pági

na:

76

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D2

9-IN

F44

,933

2AR

EA =

87.

58-5

933,

198

D2

1-SU

P13

6,28

61

AREA

= 8

7.58

987

-63

D2

2-SU

P10

0,11

91

AREA

= 8

7.58

3,47

7-4

7D

23-

SUP

104,

310

1AR

EA =

87.

58-1

,997

-47

D2

4-SU

P10

2,94

71

AREA

= 8

7.58

740

1,84

0D

25-

SUP

101,

482

1AR

EA =

87.

5874

0-1

,933

D2

6-SU

P52

,419

1AR

EA =

87.

583,

132

-25

D2

7-SU

P56

,610

1AR

EA =

87.

58-2

,342

-25

D2

8-SU

P55

,247

1AR

EA =

87.

5839

51,

862

D2

9-SU

P53

,782

1AR

EA =

87.

5839

5-1

,912

D2

1-IN

F13

6,69

01

AREA

= 8

7.58

-373

27D

22-

INF

100,

422

1AR

EA =

87.

58-5

,981

20D

23-

INF

104,

613

1AR

EA =

87.

585,

421

20D

24-

INF

103,

250

1AR

EA =

87.

58-2

80-6

,339

D2

5-IN

F10

1,78

51

AREA

= 8

7.58

-280

6,37

8D

26-

INF

52,5

811

AREA

= 8

7.58

-5,8

5011

D2

7-IN

F56

,771

1AR

EA =

87.

585,

551

11D

28-

INF

55,4

091

AREA

= 8

7.58

-149

-6,3

48D

29-

INF

53,9

431

AREA

= 8

7.58

-149

6,36

9

Pági

na:

77

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D3

1-SU

P23

,567

6AR

EA =

87.

58-5

,467

-571

D3

2-SU

P17

,577

6AR

EA =

87.

58-6

52-4

28D

33-

SUP

17,7

746

AREA

= 8

7.58

-7,5

49-4

28D

34-

SUP

15,2

796

AREA

= 8

7.58

-4,1

011,

945

D3

5-SU

P20

,072

6AR

EA =

87.

58-4

,101

-2,8

02D

36-

SUP

9,32

96

AREA

= 8

7.58

1,26

1-2

29D

37-

SUP

9,52

56

AREA

= 8

7.58

-5,6

35-2

29D

38-

SUP

7,03

06

AREA

= 8

7.58

-2,1

872,

145

D3

9-SU

P11

,824

6AR

EA =

87.

58-2

,187

-2,6

02

D3

1-IN

F23

,972

6AR

EA =

87.

584,

364

385

D3

2-IN

F17

,881

6AR

EA =

87.

5863

328

9D

33-

INF

18,0

776

AREA

= 8

7.58

5,91

328

9D

34-

INF

15,5

826

AREA

= 8

7.58

3,27

3-1

,024

D3

5-IN

F20

,375

6AR

EA =

87.

583,

273

1,60

1D

36-

INF

9,49

16

AREA

= 8

7.58

-894

154

D3

7-IN

F9,

687

6AR

EA =

87.

584,

386

154

D3

8-IN

F7,

192

6AR

EA =

87.

581,

746

-1,1

58D

39-

INF

11,9

856

AREA

= 8

7.58

1,74

61,

466

D3

1-SU

P48

,206

5AR

EA =

87.

58-3

,870

-262

D3

2-SU

P35

,695

5AR

EA =

87.

581,

222

-197

D3

3-SU

P36

,614

5AR

EA =

87.

58-7

,027

-197

D3

4-SU

P24

,449

5AR

EA =

87.

58-2

,902

2,19

0D

35-

SUP

47,8

595

AREA

= 8

7.58

-2,9

02-2

,584

D3

6-SU

P18

,823

5AR

EA =

87.

582,

577

-105

D3

7-SU

P19

,742

5AR

EA =

87.

58-5

,672

-105

D3

8-SU

P7,

577

5AR

EA =

87.

58-1

,548

2,28

2D

39-

SUP

30,9

875

AREA

= 8

7.58

-1,5

48-2

,492

D3

1-IN

F48

,610

5AR

EA =

87.

583,

958

311

D3

2-IN

F35

,998

5AR

EA =

87.

58-7

2523

3D

33-

INF

36,9

175

AREA

= 8

7.58

6,66

223

3

Pági

na:

78

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D3

4-IN

F24

,753

5AR

EA =

87.

582,

969

-1,5

52D

35-

INF

48,1

625

AREA

= 8

7.58

2,96

92,

019

D3

6-IN

F18

,985

5AR

EA =

87.

58-2

,110

124

D3

7-IN

F19

,903

5AR

EA =

87.

585,

277

124

D3

8-IN

F7,

739

5AR

EA =

87.

581,

583

-1,6

61D

39-

INF

31,1

495

AREA

= 8

7.58

1,58

31,

910

D3

1-SU

P72

,631

4AR

EA =

87.

58-3

,949

-318

D3

2-SU

P53

,532

4AR

EA =

87.

581,

866

-238

D3

3-SU

P55

,414

4AR

EA =

87.

58-7

,790

-238

D3

4-SU

P26

,890

4AR

EA =

87.

58-2

,962

2,42

6D

35-

SUP

82,0

574

AREA

= 8

7.58

-2,9

62-2

,902

D3

6-SU

P28

,111

4AR

EA =

87.

583,

248

-127

D3

7-SU

P29

,993

4AR

EA =

87.

58-6

,408

-127

D3

8-SU

P1,

469

4AR

EA =

87.

58-1

,580

2,53

7D

39-

SUP

56,6

364

AREA

= 8

7.58

-1,5

80-2

,791

D3

1-IN

F73

,035

4AR

EA =

87.

583,

918

330

D3

2-IN

F53

,836

4AR

EA =

87.

58-1

,599

248

D3

3-IN

F55

,717

4AR

EA =

87.

587,

475

248

D3

4-IN

F27

,193

4AR

EA =

87.

582,

938

-1,9

76D

35-

INF

82,3

604

AREA

= 8

7.58

2,93

82,

471

D3

6-IN

F28

,273

4AR

EA =

87.

58-2

,970

132

D3

7-IN

F30

,155

4AR

EA =

87.

586,

104

132

D3

8-IN

F1,

630

4AR

EA =

87.

581,

567

-2,0

91D

39-

INF

56,7

984

AREA

= 8

7.58

1,56

72,

355

D3

1-SU

P97

,037

3AR

EA =

87.

58-3

,783

-291

D3

2-SU

P71

,271

3AR

EA =

87.

582,

354

-218

D3

3-SU

P74

,285

3AR

EA =

87.

58-8

,029

-218

D3

4-SU

P23

,737

3AR

EA =

87.

58-2

,837

2,53

6D

35-

SUP

121,

819

3AR

EA =

87.

58-2

,837

-2,9

73

Pági

na:

79

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D3

6-SU

P37

,308

3AR

EA =

87.

583,

678

-116

D3

7-SU

P40

,322

3AR

EA =

87.

58-6

,704

-116

D3

8-SU

P-1

0,22

63

AREA

= 8

7.58

-1,5

132,

638

D3

9-SU

P87

,856

3AR

EA =

87.

58-1

,513

-2,8

71

D3

1-IN

F97

,441

3AR

EA =

87.

583,

744

314

D3

2-IN

F71

,574

3AR

EA =

87.

58-2

,245

235

D3

3-IN

F74

,588

3AR

EA =

87.

587,

861

235

D3

4-IN

F24

,040

3AR

EA =

87.

582,

808

-2,3

70D

35-

INF

122,

122

3AR

EA =

87.

582,

808

2,84

1D

36-

INF

37,4

703

AREA

= 8

7.58

-3,5

5612

5D

37-

INF

40,4

843

AREA

= 8

7.58

6,55

112

5D

38-

INF

-10,

065

3AR

EA =

87.

581,

497

-2,4

80D

39-

INF

88,0

183

AREA

= 8

7.58

1,49

72,

731

D3

1-SU

P12

1,39

22

AREA

= 8

7.58

-3,6

82-2

93D

32-

SUP

88,9

232

AREA

= 8

7.58

2,51

3-2

20D

33-

SUP

93,1

642

AREA

= 8

7.58

-8,0

37-2

20D

34-

SUP

16,5

262

AREA

= 8

7.58

-2,7

622,

310

D3

5-SU

P16

5,56

22

AREA

= 8

7.58

-2,7

62-2

,750

D3

6-SU

P46

,436

2AR

EA =

87.

583,

802

-117

D3

7-SU

P50

,677

2AR

EA =

87.

58-6

,748

-117

D3

8-SU

P-2

5,96

12

AREA

= 8

7.58

-1,4

732,

412

D3

9-SU

P12

3,07

42

AREA

= 8

7.58

-1,4

73-2

,647

D3

1-IN

F12

1,79

62

AREA

= 8

7.58

3,83

634

8D

32-

INF

89,2

262

AREA

= 8

7.58

-2,6

1626

1D

33-

INF

93,4

682

AREA

= 8

7.58

8,37

126

1D

34-

INF

16,8

292

AREA

= 8

7.58

2,87

7-2

,458

D3

5-IN

F16

5,86

52

AREA

= 8

7.58

2,87

72,

979

D3

6-IN

F46

,598

2AR

EA =

87.

58-3

,959

139

D3

7-IN

F50

,839

2AR

EA =

87.

587,

028

139

D3

8-IN

F-2

5,79

92

AREA

= 8

7.58

1,53

5-2

,579

Pági

na:

80

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D3

9-IN

F12

3,23

62

AREA

= 8

7.58

1,53

52,

857

D3

1-SU

P14

5,46

61

AREA

= 8

7.58

-2,7

49-2

37D

32-

SUP

106,

436

1AR

EA =

87.

581,

934

-177

D3

3-SU

P11

1,76

31

AREA

= 8

7.58

-6,0

58-1

77D

34-

SUP

10,7

191

AREA

= 8

7.58

-2,0

621,

861

D3

5-SU

P20

7,48

01

AREA

= 8

7.58

-2,0

62-2

,216

D3

6-SU

P55

,523

1AR

EA =

87.

582,

896

-95

D3

7-SU

P60

,850

1AR

EA =

87.

58-5

,095

-95

D3

8-SU

P-4

0,19

41

AREA

= 8

7.58

-1,1

001,

944

D3

9-SU

P15

6,56

71

AREA

= 8

7.58

-1,1

00-2

,133

D3

1-IN

F14

5,87

01

AREA

= 8

7.58

1,48

815

1D

32-

INF

106,

739

1AR

EA =

87.

58-5

,244

114

D3

3-IN

F11

2,06

61

AREA

= 8

7.58

7,47

611

4D

34-

INF

11,0

221

AREA

= 8

7.58

1,11

6-5

,631

D3

5-IN

F20

7,78

31

AREA

= 8

7.58

1,11

65,

859

D3

6-IN

F55

,685

1AR

EA =

87.

58-5

,765

61D

37-

INF

61,0

111

AREA

= 8

7.58

6,95

561

D3

8-IN

F-4

0,03

21

AREA

= 8

7.58

595

-5,6

84D

39-

INF

156,

728

1AR

EA =

87.

5859

55,

806

Pági

na:

81

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D4

1-SU

P31

,844

6AR

EA =

87.

58-2

,004

-907

D4

2-SU

P24

,111

6AR

EA =

87.

582,

408

-680

D4

3-SU

P23

,654

6AR

EA =

87.

58-5

,414

-680

D4

4-SU

P24

,263

6AR

EA =

87.

58-1

,503

1,06

8D

45-

SUP

23,5

026

AREA

= 8

7.58

-1,5

03-2

,428

D4

6-SU

P12

,966

6AR

EA =

87.

583,

109

-363

D4

7-SU

P12

,509

6AR

EA =

87.

58-4

,712

-363

D4

8-SU

P13

,118

6AR

EA =

87.

58-8

021,

385

D4

9-SU

P12

,357

6AR

EA =

87.

58-8

02-2

,111

D4

1-IN

F32

,248

6AR

EA =

87.

581,

662

645

D4

2-IN

F24

,415

6AR

EA =

87.

58-1

,888

484

D4

3-IN

F23

,957

6AR

EA =

87.

584,

381

484

D4

4-IN

F24

,567

6AR

EA =

87.

581,

247

-425

D4

5-IN

F23

,805

6AR

EA =

87.

581,

247

1,39

3D

46-

INF

13,1

286

AREA

= 8

7.58

-2,4

7025

8D

47-

INF

12,6

716

AREA

= 8

7.58

3,80

025

8D

48-

INF

13,2

806

AREA

= 8

7.58

665

-651

D4

9-IN

F12

,519

6AR

EA =

87.

5866

51,

167

D4

1-SU

P62

,910

5AR

EA =

87.

58-1

,515

-419

D4

2-SU

P47

,929

5AR

EA =

87.

583,

599

-314

D4

3-SU

P46

,435

5AR

EA =

87.

58-5

,871

-314

D4

4-SU

P48

,201

5AR

EA =

87.

58-1

,136

1,49

1D

45-

SUP

46,1

645

AREA

= 8

7.58

-1,1

36-2

,119

D4

6-SU

P25

,911

5AR

EA =

87.

584,

129

-167

D4

7-SU

P24

,417

5AR

EA =

87.

58-5

,341

-167

D4

8-SU

P26

,182

5AR

EA =

87.

58-6

061,

638

D4

9-SU

P24

,146

5AR

EA =

87.

58-6

06-1

,973

D4

1-IN

F63

,314

5AR

EA =

87.

581,

540

478

D4

2-IN

F48

,232

5AR

EA =

87.

58-3

,194

359

D4

3-IN

F46

,738

5AR

EA =

87.

585,

504

359

Pági

na:

82

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D4

4-IN

F48

,504

5AR

EA =

87.

581,

155

-974

D4

5-IN

F46

,467

5AR

EA =

87.

581,

155

1,69

1D

46-

INF

26,0

735

AREA

= 8

7.58

-3,7

3319

1D

47-

INF

24,5

795

AREA

= 8

7.58

4,96

519

1D

48-

INF

26,3

445

AREA

= 8

7.58

616

-1,1

41D

49-

INF

24,3

075

AREA

= 8

7.58

616

1,52

4

D4

1-SU

P94

,214

4AR

EA =

87.

58-1

,529

-531

D4

2-SU

P72

,082

4AR

EA =

87.

584,

411

-398

D4

3-SU

P69

,240

4AR

EA =

87.

58-6

,705

-398

D4

4-SU

P72

,488

4AR

EA =

87.

58-1

,147

1,60

8D

45-

SUP

68,8

334

AREA

= 8

7.58

-1,1

47-2

,405

D4

6-SU

P39

,107

4AR

EA =

87.

584,

946

-212

D4

7-SU

P36

,265

4AR

EA =

87.

58-6

,170

-212

D4

8-SU

P39

,513

4AR

EA =

87.

58-6

121,

794

D4

9-SU

P35

,858

4AR

EA =

87.

58-6

12-2

,219

D4

1-IN

F94

,618

4AR

EA =

87.

581,

523

505

D4

2-IN

F72

,385

4AR

EA =

87.

58-4

,156

378

D4

3-IN

F69

,543

4AR

EA =

87.

586,

440

378

D4

4-IN

F72

,792

4AR

EA =

87.

581,

142

-1,3

18D

45-

INF

69,1

364

AREA

= 8

7.58

1,14

22,

075

D4

6-IN

F39

,268

4AR

EA =

87.

58-4

,689

202

D4

7-IN

F36

,426

4AR

EA =

87.

585,

907

202

D4

8-IN

F39

,675

4AR

EA =

87.

5860

9-1

,495

D4

9-IN

F36

,020

4AR

EA =

87.

5860

91,

899

D4

1-SU

P12

5,62

13

AREA

= 8

7.58

-1,4

49-5

07D

42-

SUP

96,4

253

AREA

= 8

7.58

4,90

8-3

80D

43-

SUP

92,0

063

AREA

= 8

7.58

-7,0

81-3

80D

44-

SUP

96,9

713

AREA

= 8

7.58

-1,0

871,

671

D4

5-SU

P91

,460

3AR

EA =

87.

58-1

,087

-2,4

31

Pági

na:

83

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D4

6-SU

P52

,457

3AR

EA =

87.

585,

415

-203

D4

7-SU

P48

,039

3AR

EA =

87.

58-6

,574

-203

D4

8-SU

P53

,004

3AR

EA =

87.

58-5

801,

848

D4

9-SU

P47

,493

3AR

EA =

87.

58-5

80-2

,254

D4

1-IN

F12

6,02

53

AREA

= 8

7.58

1,44

447

9D

42-

INF

96,7

283

AREA

= 8

7.58

-4,7

9035

9D

43-

INF

92,3

103

AREA

= 8

7.58

6,95

635

9D

44-

INF

97,2

743

AREA

= 8

7.58

1,08

3-1

,579

D4

5-IN

F91

,763

3AR

EA =

87.

581,

083

2,29

8D

46-

INF

52,6

193

AREA

= 8

7.58

-5,2

9619

2D

47-

INF

48,2

013

AREA

= 8

7.58

6,45

119

2D

48-

INF

53,1

663

AREA

= 8

7.58

578

-1,7

47D

49-

INF

47,6

543

AREA

= 8

7.58

578

2,13

0

D4

1-SU

P15

7,16

92

AREA

= 8

7.58

-1,3

89-5

32D

42-

SUP

120,

944

2AR

EA =

87.

585,

040

-399

D4

3-SU

P11

4,80

92

AREA

= 8

7.58

-7,1

23-3

99D

44-

SUP

121,

622

2AR

EA =

87.

58-1

,042

1,58

5D

45-

SUP

114,

131

2AR

EA =

87.

58-1

,042

-2,3

83D

46-

SUP

65,9

352

AREA

= 8

7.58

5,52

6-2

13D

47-

SUP

59,8

002

AREA

= 8

7.58

-6,6

37-2

13D

48-

SUP

66,6

132

AREA

= 8

7.58

-555

1,77

1D

49-

SUP

59,1

222

AREA

= 8

7.58

-555

-2,1

97

D4

1-IN

F15

7,57

32

AREA

= 8

7.58

1,44

955

5D

42-

INF

121,

247

2AR

EA =

87.

58-5

,218

416

D4

3-IN

F11

5,11

22

AREA

= 8

7.58

7,39

241

6D

44-

INF

121,

925

2AR

EA =

87.

581,

087

-1,8

34D

45-

INF

114,

435

2AR

EA =

87.

581,

087

2,66

6D

46-

INF

66,0

972

AREA

= 8

7.58

-5,7

2522

2D

47-

INF

59,9

622

AREA

= 8

7.58

6,88

522

2D

48-

INF

66,7

752

AREA

= 8

7.58

580

-2,0

28

Pági

na:

84

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D4

9-IN

F59

,284

2AR

EA =

87.

5858

02,

472

D4

1-SU

P18

9,12

41

AREA

= 8

7.58

-976

-412

D4

2-SU

P14

5,70

11

AREA

= 8

7.58

3,88

3-3

09D

43-

SUP

137,

984

1AR

EA =

87.

58-5

,347

-309

D4

4-SU

P14

6,53

11

AREA

= 8

7.58

-732

1,11

1D

45-

SUP

137,

155

1AR

EA =

87.

58-7

32-1

,729

D4

6-SU

P79

,508

1AR

EA =

87.

584,

225

-165

D4

7-SU

P71

,791

1AR

EA =

87.

58-5

,006

-165

D4

8-SU

P80

,338

1AR

EA =

87.

58-3

901,

255

D4

9-SU

P70

,961

1AR

EA =

87.

58-3

90-1

,585

D4

1-IN

F18

9,52

81

AREA

= 8

7.58

563

221

D4

2-IN

F14

6,00

41

AREA

= 8

7.58

-6,2

7016

6D

43-

INF

138,

288

1AR

EA =

87.

587,

115

166

D4

4-IN

F14

6,83

41

AREA

= 8

7.58

423

-4,2

23D

45-

INF

137,

458

1AR

EA =

87.

5842

34,

554

D4

6-IN

F79

,670

1AR

EA =

87.

58-6

,467

88D

47-

INF

71,9

531

AREA

= 8

7.58

6,91

788

D4

8-IN

F80

,499

1AR

EA =

87.

5822

5-4

,300

D4

9-IN

F71

,123

1AR

EA =

87.

5822

54,

477

Pági

na:

85

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D5

1-SU

P25

,044

6AR

EA =

87.

585,

551

-798

D5

2-SU

P18

,785

6AR

EA =

87.

587,

749

-599

D5

3-SU

P18

,781

6AR

EA =

87.

5857

7-5

99D

54-

SUP

20,0

996

AREA

= 8

7.58

4,16

350

3D

55-

SUP

17,4

666

AREA

= 8

7.58

4,16

3-1

,700

D5

6-SU

P10

,020

6AR

EA =

87.

585,

806

-319

D5

7-SU

P10

,015

6AR

EA =

87.

58-1

,365

-319

D5

8-SU

P11

,334

6AR

EA =

87.

582,

220

782

D5

9-SU

P8,

701

6AR

EA =

87.

582,

220

-1,4

21

D5

1-IN

F25

,448

6AR

EA =

87.

58-4

,287

557

D5

2-IN

F19

,088

6AR

EA =

87.

58-5

,972

417

D5

3-IN

F19

,084

6AR

EA =

87.

58-4

5941

7D

54-

INF

20,4

026

AREA

= 8

7.58

-3,2

15-1

43D

55-

INF

17,7

706

AREA

= 8

7.58

-3,2

1597

7D

56-

INF

10,1

816

AREA

= 8

7.58

-4,4

7122

3D

57-

INF

10,1

776

AREA

= 8

7.58

1,04

222

3D

58-

INF

11,4

966

AREA

= 8

7.58

-1,7

15-3

37D

59-

INF

8,86

36

AREA

= 8

7.58

-1,7

1578

3

D5

1-SU

P50

,404

5AR

EA =

87.

583,

543

-356

D5

2-SU

P37

,803

5AR

EA =

87.

586,

922

-267

D5

3-SU

P37

,803

5AR

EA =

87.

58-1

,608

-267

D5

4-SU

P45

,712

5AR

EA =

87.

582,

657

1,02

2D

55-

SUP

29,8

955

AREA

= 8

7.58

2,65

7-1

,556

D5

6-SU

P20

,162

5AR

EA =

87.

585,

682

-142

D5

7-SU

P20

,162

5AR

EA =

87.

58-2

,848

-142

D5

8-SU

P28

,070

5AR

EA =

87.

581,

417

1,14

6D

59-

SUP

12,2

535

AREA

= 8

7.58

1,41

7-1

,431

D5

1-IN

F50

,808

5AR

EA =

87.

58-3

,702

407

D5

2-IN

F38

,106

5AR

EA =

87.

58-6

,600

305

D5

3-IN

F38

,106

5AR

EA =

87.

581,

048

305

Pági

na:

86

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D5

4-IN

F46

,015

5AR

EA =

87.

58-2

,776

-633

D5

5-IN

F30

,198

5AR

EA =

87.

58-2

,776

1,24

3D

56-

INF

20,3

235

AREA

= 8

7.58

-5,3

0516

3D

57-

INF

20,3

235

AREA

= 8

7.58

2,34

416

3D

58-

INF

28,2

325

AREA

= 8

7.58

-1,4

81-7

75D

59-

INF

12,4

155

AREA

= 8

7.58

-1,4

811,

101

D5

1-SU

P75

,755

4AR

EA =

87.

583,

763

-477

D5

2-SU

P56

,821

4AR

EA =

87.

587,

766

-358

D5

3-SU

P56

,812

4AR

EA =

87.

58-2

,122

-358

D5

4-SU

P76

,839

4AR

EA =

87.

582,

822

1,00

9D

55-

SUP

36,7

944

AREA

= 8

7.58

2,82

2-1

,724

D5

6-SU

P30

,307

4AR

EA =

87.

586,

449

-191

D5

7-SU

P30

,298

4AR

EA =

87.

58-3

,439

-191

D5

8-SU

P50

,324

4AR

EA =

87.

581,

505

1,17

6D

59-

SUP

10,2

804

AREA

= 8

7.58

1,50

5-1

,557

D5

1-IN

F76

,160

4AR

EA =

87.

58-3

,698

449

D5

2-IN

F57

,124

4AR

EA =

87.

58-7

,420

337

D5

3-IN

F57

,115

4AR

EA =

87.

581,

873

337

D5

4-IN

F77

,142

4AR

EA =

87.

58-2

,773

-887

D5

5-IN

F37

,098

4AR

EA =

87.

58-2

,773

1,56

0D

56-

INF

30,4

684

AREA

= 8

7.58

-6,1

2618

0D

57-

INF

30,4

604

AREA

= 8

7.58

3,16

818

0D

58-

INF

50,4

864

AREA

= 8

7.58

-1,4

79-1

,044

D5

9-IN

F10

,442

4AR

EA =

87.

58-1

,479

1,40

3

D5

1-SU

P10

1,13

83

AREA

= 8

7.58

3,61

9-4

53D

52-

SUP

75,8

673

AREA

= 8

7.58

8,00

2-3

40D

53-

SUP

75,8

403

AREA

= 8

7.58

-2,5

73-3

40D

54-

SUP

112,

428

3AR

EA =

87.

582,

714

1,05

1D

55-

SUP

39,2

793

AREA

= 8

7.58

2,71

4-1

,731

Pági

na:

87

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D5

6-SU

P40

,468

3AR

EA =

87.

586,

735

-181

D5

7-SU

P40

,442

3AR

EA =

87.

58-3

,839

-181

D5

8-SU

P77

,030

3AR

EA =

87.

581,

448

1,21

0D

59-

SUP

3,88

03

AREA

= 8

7.58

1,44

8-1

,572

D5

1-IN

F10

1,54

23

AREA

= 8

7.58

-3,5

3942

3D

52-

INF

76,1

703

AREA

= 8

7.58

-7,8

0631

7D

53-

INF

76,1

433

AREA

= 8

7.58

2,49

831

7D

54-

INF

112,

731

3AR

EA =

87.

58-2

,654

-1,1

74D

55-

INF

39,5

823

AREA

= 8

7.58

-2,6

541,

809

D5

6-IN

F40

,630

3AR

EA =

87.

58-6

,568

169

D5

7-IN

F40

,604

3AR

EA =

87.

583,

737

169

D5

8-IN

F77

,192

3AR

EA =

87.

58-1

,416

-1,3

22D

59-

INF

4,04

23

AREA

= 8

7.58

-1,4

161,

661

D5

1-SU

P12

6,55

42

AREA

= 8

7.58

3,59

3-4

99D

52-

SUP

94,9

412

AREA

= 8

7.58

7,98

3-3

74D

53-

SUP

94,8

902

AREA

= 8

7.58

-2,5

94-3

74D

54-

SUP

152,

033

2AR

EA =

87.

582,

695

904

D5

5-SU

P37

,798

2AR

EA =

87.

582,

695

-1,6

52D

56-

SUP

50,6

472

AREA

= 8

7.58

6,72

6-2

00D

57-

SUP

50,5

962

AREA

= 8

7.58

-3,8

51-2

00D

58-

SUP

107,

739

2AR

EA =

87.

581,

437

1,07

8D

59-

SUP

-6,4

962

AREA

= 8

7.58

1,43

7-1

,478

D5

1-IN

F12

6,95

82

AREA

= 8

7.58

-3,7

2552

4D

52-

INF

95,2

442

AREA

= 8

7.58

-8,2

6139

3D

53-

INF

95,1

932

AREA

= 8

7.58

2,67

439

3D

54-

INF

152,

336

2AR

EA =

87.

58-2

,794

-1,1

95D

55-

INF

38,1

012

AREA

= 8

7.58

-2,7

941,

981

D5

6-IN

F50

,809

2AR

EA =

87.

58-6

,957

210

D5

7-IN

F50

,758

2AR

EA =

87.

583,

977

210

D5

8-IN

F10

7,90

12

AREA

= 8

7.58

-1,4

90-1

,379

Pági

na:

88

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D5

9-IN

F-6

,334

2AR

EA =

87.

58-1

,490

1,79

8

D5

1-SU

P15

1,96

11

AREA

= 8

7.58

2,79

3-3

83D

52-

SUP

114,

019

1AR

EA =

87.

586,

159

-287

D5

3-SU

P11

3,92

31

AREA

= 8

7.58

-1,9

70-2

87D

54-

SUP

191,

830

1AR

EA =

87.

582,

095

952

D5

5-SU

P36

,112

1AR

EA =

87.

582,

095

-1,5

27D

56-

SUP

60,8

321

AREA

= 8

7.58

5,18

2-1

53D

57-

SUP

60,7

361

AREA

= 8

7.58

-2,9

47-1

53D

58-

SUP

138,

643

1AR

EA =

87.

581,

117

1,08

6D

59-

SUP

-17,

075

1AR

EA =

87.

581,

117

-1,3

93

D5

1-IN

F15

2,36

51

AREA

= 8

7.58

-1,3

8115

5D

52-

INF

114,

322

1AR

EA =

87.

58-7

,464

116

D5

3-IN

F11

4,22

61

AREA

= 8

7.58

5,39

311

6D

54-

INF

192,

133

1AR

EA =

87.

58-1

,036

-3,9

68D

55-

INF

36,4

151

AREA

= 8

7.58

-1,0

364,

201

D5

6-IN

F60

,994

1AR

EA =

87.

58-6

,980

62D

57-

INF

60,8

981

AREA

= 8

7.58

5,87

662

D5

8-IN

F13

8,80

51

AREA

= 8

7.58

-552

-4,0

22D

59-

INF

-16,

913

1AR

EA =

87.

58-5

524,

147

Pági

na:

89

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D6

1-SU

P15

,971

6AR

EA =

87.

58-4

441,

539

D6

2-SU

P11

,707

6AR

EA =

87.

583,

599

1,15

4D

63-

SUP

12,2

506

AREA

= 8

7.58

-4,2

651,

154

D6

4-SU

P12

,424

6AR

EA =

87.

58-3

332,

311

D6

5-SU

P11

,533

6AR

EA =

87.

58-3

33-3

D6

6-SU

P6,

117

6AR

EA =

87.

583,

755

615

D6

7-SU

P6,

660

6AR

EA =

87.

58-4

,110

615

D6

8-SU

P6,

834

6AR

EA =

87.

58-1

781,

772

D6

9-SU

P5,

943

6AR

EA =

87.

58-1

78-5

41

D6

1-IN

F16

,376

6AR

EA =

87.

58-4

2-9

73D

62-

INF

12,0

106

AREA

= 8

7.58

-3,1

74-7

29D

63-

INF

12,5

536

AREA

= 8

7.58

3,11

2-7

29D

64-

INF

12,7

276

AREA

= 8

7.58

-31

-1,0

96D

65-

INF

11,8

366

AREA

= 8

7.58

-31

-363

D6

6-IN

F6,

279

6AR

EA =

87.

58-3

,160

-389

D6

7-IN

F6,

821

6AR

EA =

87.

583,

126

-389

D6

8-IN

F6,

996

6AR

EA =

87.

58-1

7-7

56D

69-

INF

6,10

56

AREA

= 8

7.58

-17

-22

D6

1-SU

P32

,154

5AR

EA =

87.

5883

869

4D

62-

SUP

23,2

915

AREA

= 8

7.58

5,39

252

0D

63-

SUP

24,9

395

AREA

= 8

7.58

-4,1

3452

0D

64-

SUP

25,1

725

AREA

= 8

7.58

629

1,70

7D

65-

SUP

23,0

585

AREA

= 8

7.58

629

-666

D6

6-SU

P12

,037

5AR

EA =

87.

585,

098

278

D6

7-SU

P13

,685

5AR

EA =

87.

58-4

,428

278

D6

8-SU

P13

,919

5AR

EA =

87.

5833

51,

464

D6

9-SU

P11

,804

5AR

EA =

87.

5833

5-9

09

D6

1-IN

F32

,558

5AR

EA =

87.

58-6

01-8

02D

62-

INF

23,5

945

AREA

= 8

7.58

-4,8

47-6

01D

63-

INF

25,2

425

AREA

= 8

7.58

3,94

6-6

01

Pági

na:

90

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D6

4-IN

F25

,476

5AR

EA =

87.

58-4

51-1

,288

D6

5-IN

F23

,361

5AR

EA =

87.

58-4

5185

D6

6-IN

F12

,199

5AR

EA =

87.

58-4

,637

-321

D6

7-IN

F13

,847

5AR

EA =

87.

584,

156

-321

D6

8-IN

F14

,080

5AR

EA =

87.

58-2

40-1

,007

D6

9-IN

F11

,966

5AR

EA =

87.

58-2

4036

6

D6

1-SU

P48

,340

4AR

EA =

87.

5833

583

7D

62-

SUP

34,6

614

AREA

= 8

7.58

5,89

262

8D

63-

SUP

37,8

494

AREA

= 8

7.58

-5,3

8962

8D

64-

SUP

38,0

034

AREA

= 8

7.58

252

1,70

0D

65-

SUP

34,5

084

AREA

= 8

7.58

252

-445

D6

6-SU

P17

,742

4AR

EA =

87.

585,

775

335

D6

7-SU

P20

,930

4AR

EA =

87.

58-5

,507

335

D6

8-SU

P21

,084

4AR

EA =

87.

5813

41,

407

D6

9-SU

P17

,589

4AR

EA =

87.

5813

4-7

38

D6

1-IN

F48

,745

4AR

EA =

87.

58-3

26-8

35D

62-

INF

34,9

644

AREA

= 8

7.58

-5,6

36-6

26D

63-

INF

38,1

534

AREA

= 8

7.58

5,14

6-6

26D

64-

INF

38,3

064

AREA

= 8

7.58

-245

-1,5

18D

65-

INF

34,8

114

AREA

= 8

7.58

-245

266

D6

6-IN

F17

,904

4AR

EA =

87.

58-5

,521

-334

D6

7-IN

F21

,092

4AR

EA =

87.

585,

261

-334

D6

8-IN

F21

,245

4AR

EA =

87.

58-1

30-1

,226

D6

9-IN

F17

,750

4AR

EA =

87.

58-1

3055

8

D6

1-SU

P64

,550

3AR

EA =

87.

5832

879

4D

62-

SUP

45,8

963

AREA

= 8

7.58

6,34

459

5D

63-

SUP

50,9

303

AREA

= 8

7.58

-5,8

5259

5D

64-

SUP

50,8

813

AREA

= 8

7.58

246

1,54

0D

65-

SUP

45,9

453

AREA

= 8

7.58

246

-349

Pági

na:

91

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D6

6-SU

P23

,303

3AR

EA =

87.

586,

229

318

D6

7-SU

P28

,337

3AR

EA =

87.

58-5

,967

318

D6

8-SU

P28

,288

3AR

EA =

87.

5813

11,

262

D6

9-SU

P23

,352

3AR

EA =

87.

5813

1-6

27

D6

1-IN

F64

,955

3AR

EA =

87.

58-2

91-8

04D

62-

INF

46,1

993

AREA

= 8

7.58

-6,2

03-6

03D

63-

INF

51,2

333

AREA

= 8

7.58

5,76

7-6

03D

64-

INF

51,1

843

AREA

= 8

7.58

-218

-1,6

92D

65-

INF

46,2

483

AREA

= 8

7.58

-218

486

D6

6-IN

F23

,465

3AR

EA =

87.

58-6

,101

-322

D6

7-IN

F28

,499

3AR

EA =

87.

585,

869

-322

D6

8-IN

F28

,450

3AR

EA =

87.

58-1

16-1

,410

D6

9-IN

F23

,514

3AR

EA =

87.

58-1

1676

7

D6

1-SU

P80

,792

2AR

EA =

87.

5837

809

D6

2-SU

P57

,060

2AR

EA =

87.

586,

233

607

D6

3-SU

P64

,128

2AR

EA =

87.

58-6

,177

607

D6

4-SU

P63

,758

2AR

EA =

87.

5828

1,29

0D

65-

SUP

57,4

302

AREA

= 8

7.58

28-7

6D

66-

SUP

28,7

832

AREA

= 8

7.58

6,22

032

4D

67-

SUP

35,8

512

AREA

= 8

7.58

-6,1

9032

4D

68-

SUP

35,4

812

AREA

= 8

7.58

151,

007

D6

9-SU

P29

,153

2AR

EA =

87.

5815

-360

D6

1-IN

F81

,196

2AR

EA =

87.

5815

9-9

03D

62-

INF

57,3

632

AREA

= 8

7.58

-6,3

33-6

77D

63-

INF

64,4

312

AREA

= 8

7.58

6,57

2-6

77D

64-

INF

64,0

612

AREA

= 8

7.58

119

-1,6

51D

65-

INF

57,7

332

AREA

= 8

7.58

119

297

D6

6-IN

F28

,945

2AR

EA =

87.

58-6

,389

-361

D6

7-IN

F36

,012

2AR

EA =

87.

586,

516

-361

D6

8-IN

F35

,642

2AR

EA =

87.

5864

-1,3

35

Pági

na:

92

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D6

9-IN

F29

,315

2AR

EA =

87.

5864

613

D6

1-SU

P97

,068

1AR

EA =

87.

5856

675

D6

2-SU

P68

,260

1AR

EA =

87.

584,

826

506

D6

3-SU

P77

,343

1AR

EA =

87.

58-4

,743

506

D6

4-SU

P76

,599

1AR

EA =

87.

5842

1,15

6D

65-

SUP

69,0

031

AREA

= 8

7.58

42-1

44D

66-

SUP

34,2

861

AREA

= 8

7.58

4,80

727

0D

67-

SUP

43,3

691

AREA

= 8

7.58

-4,7

6227

0D

68-

SUP

42,6

251

AREA

= 8

7.58

2292

0D

69-

SUP

35,0

291

AREA

= 8

7.58

22-3

80

D6

1-IN

F97

,472

1AR

EA =

87.

58-3

6-3

34D

62-

INF

68,5

631

AREA

= 8

7.58

-6,8

21-2

51D

63-

INF

77,6

461

AREA

= 8

7.58

6,76

6-2

51D

64-

INF

76,9

021

AREA

= 8

7.58

-27

-4,6

37D

65-

INF

69,3

061

AREA

= 8

7.58

-27

4,13

6D

66-

INF

34,4

471

AREA

= 8

7.58

-6,8

08-1

34D

67-

INF

43,5

311

AREA

= 8

7.58

6,77

9-1

34D

68-

INF

42,7

871

AREA

= 8

7.58

-15

-4,5

20D

69-

INF

35,1

911

AREA

= 8

7.58

-15

4,25

3

Pági

na:

93

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D7

1-SU

P7,

775

6AR

EA =

87.

584,

991

1,60

3D

72-

SUP

6,69

46

AREA

= 8

7.58

6,13

71,

202

D7

3-SU

P4,

969

6AR

EA =

87.

581,

349

1,20

2D

74-

SUP

6,64

66

AREA

= 8

7.58

3,74

33,

222

D7

5-SU

P5,

017

6AR

EA =

87.

583,

743

-818

D7

6-SU

P3,

972

6AR

EA =

87.

584,

391

641

D7

7-SU

P2,

248

6AR

EA =

87.

58-3

9864

1D

78-

SUP

3,92

56

AREA

= 8

7.58

1,99

62,

661

D7

9-SU

P2,

295

6AR

EA =

87.

581,

996

-1,3

79

D7

1-IN

F8,

179

6AR

EA =

87.

58-3

,563

-1,0

23D

72-

INF

6,99

76

AREA

= 8

7.58

-4,2

84-7

67D

73-

INF

5,27

26

AREA

= 8

7.58

-1,0

60-7

67D

74-

INF

6,94

96

AREA

= 8

7.58

-2,6

72-1

,599

D7

5-IN

F5,

320

6AR

EA =

87.

58-2

,672

64D

76-

INF

4,13

46

AREA

= 8

7.58

-3,0

37-4

09D

77-

INF

2,40

96

AREA

= 8

7.58

187

-409

D7

8-IN

F4,

086

6AR

EA =

87.

58-1

,425

-1,2

40D

79-

INF

2,45

76

AREA

= 8

7.58

-1,4

2542

2

D7

1-SU

P16

,460

5AR

EA =

87.

583,

085

718

D7

2-SU

P14

,923

5AR

EA =

87.

585,

358

538

D7

3-SU

P9,

766

5AR

EA =

87.

58-7

3053

8D

74-

SUP

14,1

635

AREA

= 8

7.58

2,31

42,

221

D7

5-SU

P10

,527

5AR

EA =

87.

582,

314

-1,1

44D

76-

SUP

9,16

35

AREA

= 8

7.58

4,27

828

7D

77-

SUP

4,00

55

AREA

= 8

7.58

-1,8

1028

7D

78-

SUP

8,40

25

AREA

= 8

7.58

1,23

41,

970

D7

9-SU

P4,

766

5AR

EA =

87.

581,

234

-1,3

96

D7

1-IN

F16

,864

5AR

EA =

87.

58-3

,241

-849

D7

2-IN

F15

,227

5AR

EA =

87.

58-4

,940

-636

D7

3-IN

F10

,069

5AR

EA =

87.

5879

-636

Pági

na:

94

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

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LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D7

4-IN

F14

,466

5AR

EA =

87.

58-2

,431

-1,8

01D

75-

INF

10,8

305

AREA

= 8

7.58

-2,4

3152

8D

76-

INF

9,32

45

AREA

= 8

7.58

-3,8

06-3

39D

77-

INF

4,16

75

AREA

= 8

7.58

1,21

3-3

39D

78-

INF

8,56

35

AREA

= 8

7.58

-1,2

96-1

,504

D7

9-IN

F4,

928

5AR

EA =

87.

58-1

,296

825

D7

1-SU

P25

,112

4AR

EA =

87.

583,

266

854

D7

2-SU

P23

,630

4AR

EA =

87.

585,

958

641

D7

3-SU

P14

,038

4AR

EA =

87.

58-1

,059

641

D7

4-SU

P21

,735

4AR

EA =

87.

582,

450

2,19

8D

75-

SUP

15,9

334

AREA

= 8

7.58

2,45

0-9

16D

76-

SUP

14,8

414

AREA

= 8

7.58

4,81

534

2D

77-

SUP

5,24

94

AREA

= 8

7.58

-2,2

0234

2D

78-

SUP

12,9

464

AREA

= 8

7.58

1,30

71,

899

D7

9-SU

P7,

144

4AR

EA =

87.

581,

307

-1,2

15

D7

1-IN

F25

,516

4AR

EA =

87.

58-3

,207

-874

D7

2-IN

F23

,933

4AR

EA =

87.

58-5

,579

-656

D7

3-IN

F14

,341

4AR

EA =

87.

5876

8-6

56D

74-

INF

22,0

394

AREA

= 8

7.58

-2,4

06-2

,035

D7

5-IN

F16

,236

4AR

EA =

87.

58-2

,406

724

D7

6-IN

F15

,002

4AR

EA =

87.

58-4

,457

-350

D7

7-IN

F5,

411

4AR

EA =

87.

581,

891

-350

D7

8-IN

F13

,108

4AR

EA =

87.

58-1

,283

-1,7

29D

79-

INF

7,30

54

AREA

= 8

7.58

-1,2

831,

030

D7

1-SU

P33

,695

3AR

EA =

87.

583,

148

811

D7

2-SU

P32

,627

3AR

EA =

87.

586,

131

608

D7

3-SU

P17

,916

3AR

EA =

87.

58-1

,409

608

D7

4-SU

P29

,267

3AR

EA =

87.

582,

361

1,98

1D

75-

SUP

21,2

763

AREA

= 8

7.58

2,36

1-7

65

Pági

na:

95

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

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3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D7

6-SU

P20

,834

3AR

EA =

87.

585,

029

324

D7

7-SU

P6,

122

3AR

EA =

87.

58-2

,511

324

D7

8-SU

P17

,474

3AR

EA =

87.

581,

259

1,69

8D

79-

SUP

9,48

23

AREA

= 8

7.58

1,25

9-1

,049

D7

1-IN

F34

,100

3AR

EA =

87.

58-3

,086

-847

D7

2-IN

F32

,931

3AR

EA =

87.

58-5

,950

-635

D7

3-IN

F18

,219

3AR

EA =

87.

581,

321

-635

D7

4-IN

F29

,571

3AR

EA =

87.

58-2

,314

-2,1

24D

75-

INF

21,5

793

AREA

= 8

7.58

-2,3

1485

3D

76-

INF

20,9

963

AREA

= 8

7.58

-4,8

70-3

39D

77-

INF

6,28

43

AREA

= 8

7.58

2,40

1-3

39D

78-

INF

17,6

363

AREA

= 8

7.58

-1,2

34-1

,827

D7

9-IN

F9,

644

3AR

EA =

87.

58-1

,234

1,14

9

D7

1-SU

P42

,191

2AR

EA =

87.

583,

073

811

D7

2-SU

P41

,735

2AR

EA =

87.

586,

082

608

D7

3-SU

P21

,552

2AR

EA =

87.

58-1

,473

608

D7

4-SU

P36

,669

2AR

EA =

87.

582,

305

1,72

0D

75-

SUP

26,6

182

AREA

= 8

7.58

2,30

5-5

03D

76-

SUP

26,9

682

AREA

= 8

7.58

5,00

732

5D

77-

SUP

6,78

52

AREA

= 8

7.58

-2,5

4832

5D

78-

SUP

21,9

022

AREA

= 8

7.58

1,22

91,

436

D7

9-SU

P11

,851

2AR

EA =

87.

581,

229

-787

D7

1-IN

F42

,596

2AR

EA =

87.

58-3

,193

-940

D7

2-IN

F42

,038

2AR

EA =

87.

58-6

,343

-705

D7

3-IN

F21

,856

2AR

EA =

87.

581,

553

-705

D7

4-IN

F36

,973

2AR

EA =

87.

58-2

,395

-2,2

25D

75-

INF

26,9

212

AREA

= 8

7.58

-2,3

9581

4D

76-

INF

27,1

292

AREA

= 8

7.58

-5,2

26-3

76D

77-

INF

6,94

72

AREA

= 8

7.58

2,67

1-3

76D

78-

INF

22,0

642

AREA

= 8

7.58

-1,2

77-1

,896

Pági

na:

96

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

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3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

D7

9-IN

F12

,012

2AR

EA =

87.

58-1

,277

1,14

3

D7

1-SU

P50

,549

1AR

EA =

87.

582,

576

669

D7

2-SU

P50

,570

1AR

EA =

87.

584,

966

502

D7

3-SU

P25

,254

1AR

EA =

87.

58-1

,102

502

D7

4-SU

P43

,824

1AR

EA =

87.

581,

932

1,23

4D

75-

SUP

32,0

001

AREA

= 8

7.58

1,93

2-2

31D

76-

SUP

32,8

781

AREA

= 8

7.58

4,06

426

8D

77-

SUP

7,56

21

AREA

= 8

7.58

-2,0

0426

8D

78-

SUP

26,1

311

AREA

= 8

7.58

1,03

01,

000

D7

9-SU

P14

,308

1AR

EA =

87.

581,

030

-465

D7

1-IN

F50

,954

1AR

EA =

87.

58-1

,319

-406

D7

2-IN

F50

,873

1AR

EA =

87.

58-6

,899

-305

D7

3-IN

F25

,557

1AR

EA =

87.

584,

920

-305

D7

4-IN

F44

,127

1AR

EA =

87.

58-9

89-5

,739

D7

5-IN

F32

,303

1AR

EA =

87.

58-9

895,

130

D7

6-IN

F33

,039

1AR

EA =

87.

58-6

,437

-162

D7

7-IN

F7,

723

1AR

EA =

87.

585,

382

-162

D7

8-IN

F26

,293

1AR

EA =

87.

58-5

28-5

,597

D7

9-IN

F14

,470

1AR

EA =

87.

58-5

285,

272

Pági

na:

97

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E11-

SUP

6,99

86

AREA

= 8

7.58

-3,5

201,

087

E12-

SUP

4,49

56

AREA

= 8

7.58

-886

815

E13-

SUP

6,00

26

AREA

= 8

7.58

-4,3

9581

5E1

4-SU

P5,

892

6AR

EA =

87.

58-2

,640

2,22

9E1

5-SU

P4,

604

6AR

EA =

87.

58-2

,640

-599

E16-

SUP

2,04

66

AREA

= 8

7.58

346

435

E17-

SUP

3,55

36

AREA

= 8

7.58

-3,1

6243

5E1

8-SU

P3,

443

6AR

EA =

87.

58-1

,408

1,84

9E1

9-SU

P2,

155

6AR

EA =

87.

58-1

,408

-979

E11-

INF

7,40

26

AREA

= 8

7.58

2,39

1-6

94E1

2-IN

F4,

798

6AR

EA =

87.

581,

088

-520

E13-

INF

6,30

56

AREA

= 8

7.58

2,49

8-5

20E1

4-IN

F6,

196

6AR

EA =

87.

581,

793

-685

E15-

INF

4,90

86

AREA

= 8

7.58

1,79

3-3

55E1

6-IN

F2,

207

6AR

EA =

87.

5825

1-2

78E1

7-IN

F3,

714

6AR

EA =

87.

581,

661

-278

E18-

INF

3,60

56

AREA

= 8

7.58

956

-443

E19-

INF

2,31

76

AREA

= 8

7.58

956

-113

E11-

SUP

14,6

235

AREA

= 8

7.58

-1,7

6252

0E1

2-SU

P8,

966

5AR

EA =

87.

5880

239

0E1

3-SU

P12

,968

5AR

EA =

87.

58-3

,445

390

E14-

SUP

12,5

965

AREA

= 8

7.58

-1,3

222,

345

E15-

SUP

9,33

85

AREA

= 8

7.58

-1,3

22-1

,565

E16-

SUP

3,84

85

AREA

= 8

7.58

1,41

920

8E1

7-SU

P7,

850

5AR

EA =

87.

58-2

,828

208

E18-

SUP

7,47

85

AREA

= 8

7.58

-705

2,16

3E1

9-SU

P4,

220

5AR

EA =

87.

58-7

05-1

,747

E11-

INF

15,0

275

AREA

= 8

7.58

1,96

4-5

85E1

2-IN

F9,

269

5AR

EA =

87.

5815

5-4

38E1

3-IN

F13

,271

5AR

EA =

87.

582,

791

-438

Pági

na:

98

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E14-

INF

12,8

995

AREA

= 8

7.58

1,47

3-1

,235

E15-

INF

9,64

15

AREA

= 8

7.58

1,47

335

9E1

6-IN

F4,

010

5AR

EA =

87.

58-5

32-2

34E1

7-IN

F8,

012

5AR

EA =

87.

582,

104

-234

E18-

INF

7,64

05

AREA

= 8

7.58

786

-1,0

31E1

9-IN

F4,

382

5AR

EA =

87.

5878

656

3

E11-

SUP

22,1

884

AREA

= 8

7.58

-2,0

3460

3E1

2-SU

P13

,073

4AR

EA =

87.

5872

345

2E1

3-SU

P20

,209

4AR

EA =

87.

58-3

,775

452

E14-

SUP

19,5

274

AREA

= 8

7.58

-1,5

262,

367

E15-

SUP

13,7

554

AREA

= 8

7.58

-1,5

26-1

,463

E16-

SUP

5,30

74

AREA

= 8

7.58

1,43

524

1E1

7-SU

P12

,443

4AR

EA =

87.

58-3

,063

241

E18-

SUP

11,7

614

AREA

= 8

7.58

-814

2,15

6E1

9-SU

P5,

990

4AR

EA =

87.

58-8

14-1

,674

E11-

INF

22,5

924

AREA

= 8

7.58

2,01

4-5

94E1

2-IN

F13

,376

4AR

EA =

87.

58-2

36-4

45E1

3-IN

F20

,512

4AR

EA =

87.

583,

257

-445

E14-

INF

19,8

304

AREA

= 8

7.58

1,51

0-1

,644

E15-

INF

14,0

594

AREA

= 8

7.58

1,51

075

4E1

6-IN

F5,

469

4AR

EA =

87.

58-9

41-2

37E1

7-IN

F12

,605

4AR

EA =

87.

582,

552

-237

E18-

INF

11,9

234

AREA

= 8

7.58

805

-1,4

36E1

9-IN

F6,

151

4AR

EA =

87.

5880

596

1

E11-

SUP

29,7

203

AREA

= 8

7.58

-1,9

3058

4E1

2-SU

P16

,945

3AR

EA =

87.

5885

143

8E1

3-SU

P27

,635

3AR

EA =

87.

58-3

,747

438

E14-

SUP

26,6

093

AREA

= 8

7.58

-1,4

482,

332

E15-

SUP

17,9

713

AREA

= 8

7.58

-1,4

48-1

,456

Pági

na:

99

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E16-

SUP

6,54

33

AREA

= 8

7.58

1,52

723

4E1

7-SU

P17

,233

3AR

EA =

87.

58-3

,071

234

E18-

SUP

16,2

073

AREA

= 8

7.58

-772

2,12

7E1

9-SU

P7,

569

3AR

EA =

87.

58-7

72-1

,660

E11-

INF

30,1

243

AREA

= 8

7.58

1,92

1-5

76E1

2-IN

F17

,248

3AR

EA =

87.

58-6

58-4

32E1

3-IN

F27

,938

3AR

EA =

87.

583,

540

-432

E14-

INF

26,9

123

AREA

= 8

7.58

1,44

1-2

,006

E15-

INF

18,2

743

AREA

= 8

7.58

1,44

11,

142

E16-

INF

6,70

43

AREA

= 8

7.58

-1,3

31-2

30E1

7-IN

F17

,395

3AR

EA =

87.

582,

868

-230

E18-

INF

16,3

693

AREA

= 8

7.58

769

-1,8

04E1

9-IN

F7,

730

3AR

EA =

87.

5876

91,

343

E11-

SUP

37,2

042

AREA

= 8

7.58

-1,9

3958

8E1

2-SU

P20

,689

2AR

EA =

87.

5869

744

1E1

3-SU

P35

,116

2AR

EA =

87.

58-3

,605

441

E14-

SUP

33,7

392

AREA

= 8

7.58

-1,4

542,

138

E15-

SUP

22,0

672

AREA

= 8

7.58

-1,4

54-1

,256

E16-

SUP

7,66

82

AREA

= 8

7.58

1,37

523

5E1

7-SU

P22

,095

2AR

EA =

87.

58-2

,927

235

E18-

SUP

20,7

172

AREA

= 8

7.58

-776

1,93

2E1

9-SU

P9,

046

2AR

EA =

87.

58-7

76-1

,462

E11-

INF

37,6

082

AREA

= 8

7.58

2,10

6-6

36E1

2-IN

F20

,992

2AR

EA =

87.

58-7

66-4

77E1

3-IN

F35

,419

2AR

EA =

87.

583,

925

-477

E14-

INF

34,0

422

AREA

= 8

7.58

1,57

9-2

,543

E15-

INF

22,3

702

AREA

= 8

7.58

1,57

91,

590

E16-

INF

7,83

02

AREA

= 8

7.58

-1,5

03-2

54E1

7-IN

F22

,257

2AR

EA =

87.

583,

188

-254

E18-

INF

20,8

792

AREA

= 8

7.58

842

-2,3

21

Pági

na:

100

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E19-

INF

9,20

72

AREA

= 8

7.58

842

1,81

2

E11-

SUP

44,5

971

AREA

= 8

7.58

-1,5

5449

4E1

2-SU

P24

,474

1AR

EA =

87.

5852

337

1E1

3-SU

P42

,422

1AR

EA =

87.

58-2

,854

371

E14-

SUP

40,7

041

AREA

= 8

7.58

-1,1

651,

377

E15-

SUP

26,1

921

AREA

= 8

7.58

-1,1

65-6

36E1

6-SU

P8,

865

1AR

EA =

87.

581,

067

198

E17-

SUP

26,8

131

AREA

= 8

7.58

-2,3

1019

8E1

8-SU

P25

,095

1AR

EA =

87.

58-6

211,

204

E19-

SUP

10,5

831

AREA

= 8

7.58

-621

-809

E11-

INF

45,0

011

AREA

= 8

7.58

773

-258

E12-

INF

24,7

771

AREA

= 8

7.58

-5,5

01-1

94E1

3-IN

F42

,725

1AR

EA =

87.

586,

660

-194

E14-

INF

41,0

071

AREA

= 8

7.58

580

-7,1

89E1

5-IN

F26

,495

1AR

EA =

87.

5858

06,

801

E16-

INF

9,02

61

AREA

= 8

7.58

-5,7

72-1

03E1

7-IN

F26

,975

1AR

EA =

87.

586,

390

-103

E18-

INF

25,2

571

AREA

= 8

7.58

309

-7,0

98E1

9-IN

F10

,744

1AR

EA =

87.

5830

96,

891

Pági

na:

101

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E21-

SUP

11,5

626

AREA

= 8

7.58

1,10

11,

087

E22-

SUP

8,43

16

AREA

= 8

7.58

4,07

381

5E2

3-SU

P8,

912

6AR

EA =

87.

58-2

,421

815

E24-

SUP

9,20

66

AREA

= 8

7.58

826

1,98

8E2

5-SU

P8,

137

6AR

EA =

87.

5882

6-3

58E2

6-SU

P4,

384

6AR

EA =

87.

583,

688

435

E27-

SUP

4,86

56

AREA

= 8

7.58

-2,8

0743

5E2

8-SU

P5,

159

6AR

EA =

87.

5844

01,

607

E29-

SUP

4,09

16

AREA

= 8

7.58

440

-738

E21-

INF

11,9

666

AREA

= 8

7.58

-824

-694

E22-

INF

8,73

46

AREA

= 8

7.58

-2,7

12-5

20E2

3-IN

F9,

215

6AR

EA =

87.

581,

476

-520

E24-

INF

9,50

96

AREA

= 8

7.58

-618

-655

E25-

INF

8,44

06

AREA

= 8

7.58

-618

-385

E26-

INF

4,54

66

AREA

= 8

7.58

-2,4

24-2

78E2

7-IN

F5,

027

6AR

EA =

87.

581,

765

-278

E28-

INF

5,32

16

AREA

= 8

7.58

-330

-413

E29-

INF

4,25

26

AREA

= 8

7.58

-330

-143

E21-

SUP

23,0

975

AREA

= 8

7.58

555

520

E22-

SUP

16,5

855

AREA

= 8

7.58

4,04

539

0E2

3-SU

P18

,061

5AR

EA =

87.

58-3

,212

390

E24-

SUP

18,6

755

AREA

= 8

7.58

416

2,01

4E2

5-SU

P15

,971

5AR

EA =

87.

5841

6-1

,234

E26-

SUP

8,50

15

AREA

= 8

7.58

3,85

120

8E2

7-SU

P9,

977

5AR

EA =

87.

58-3

,407

208

E28-

SUP

10,5

905

AREA

= 8

7.58

222

1,83

2E2

9-SU

P7,

887

5AR

EA =

87.

5822

2-1

,416

E21-

INF

23,5

025

AREA

= 8

7.58

-611

-585

E22-

INF

16,8

895

AREA

= 8

7.58

-3,4

76-4

38E2

3-IN

F18

,364

5AR

EA =

87.

582,

559

-438

Pági

na:

102

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E24-

INF

18,9

785

AREA

= 8

7.58

-458

-1,1

00E2

5-IN

F16

,275

5AR

EA =

87.

58-4

5822

3E2

6-IN

F8,

663

5AR

EA =

87.

58-3

,262

-234

E27-

INF

10,1

385

AREA

= 8

7.58

2,77

3-2

34E2

8-IN

F10

,752

5AR

EA =

87.

58-2

44-8

95E2

9-IN

F8,

049

5AR

EA =

87.

58-2

4442

8

E21-

SUP

34,7

714

AREA

= 8

7.58

674

603

E22-

SUP

24,6

734

AREA

= 8

7.58

4,72

645

2E2

3-SU

P27

,483

4AR

EA =

87.

58-3

,714

452

E24-

SUP

28,4

734

AREA

= 8

7.58

506

2,04

2E2

5-SU

P23

,683

4AR

EA =

87.

5850

6-1

,138

E26-

SUP

12,5

034

AREA

= 8

7.58

4,49

024

1E2

7-SU

P15

,314

4AR

EA =

87.

58-3

,950

241

E28-

SUP

16,3

034

AREA

= 8

7.58

270

1,83

1E2

9-SU

P11

,513

4AR

EA =

87.

5827

0-1

,349

E21-

INF

35,1

754

AREA

= 8

7.58

-643

-594

E22-

INF

24,9

764

AREA

= 8

7.58

-4,2

85-4

45E2

3-IN

F27

,787

4AR

EA =

87.

583,

321

-445

E24-

INF

28,7

764

AREA

= 8

7.58

-482

-1,4

40E2

5-IN

F23

,986

4AR

EA =

87.

58-4

8254

9E2

6-IN

F12

,665

4AR

EA =

87.

58-4

,060

-237

E27-

INF

15,4

754

AREA

= 8

7.58

3,54

6-2

37E2

8-IN

F16

,465

4AR

EA =

87.

58-2

57-1

,232

E29-

INF

11,6

754

AREA

= 8

7.58

-257

757

E21-

SUP

46,5

033

AREA

= 8

7.58

650

584

E22-

SUP

32,6

813

AREA

= 8

7.58

4,95

443

8E2

3-SU

P37

,072

3AR

EA =

87.

58-3

,980

438

E24-

SUP

38,4

623

AREA

= 8

7.58

487

2,01

2E2

5-SU

P31

,292

3AR

EA =

87.

5848

7-1

,136

Pági

na:

103

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E26-

SUP

16,4

063

AREA

= 8

7.58

4,72

723

4E2

7-SU

P20

,796

3AR

EA =

87.

58-4

,207

234

E28-

SUP

22,1

863

AREA

= 8

7.58

260

1,80

7E2

9-SU

P15

,016

3AR

EA =

87.

5826

0-1

,340

E21-

INF

46,9

073

AREA

= 8

7.58

-613

-576

E22-

INF

32,9

853

AREA

= 8

7.58

-4,7

49-4

32E2

3-IN

F37

,376

3AR

EA =

87.

583,

829

-432

E24-

INF

38,7

653

AREA

= 8

7.58

-460

-1,7

36E2

5-IN

F31

,595

3AR

EA =

87.

58-4

6087

2E2

6-IN

F16

,567

3AR

EA =

87.

58-4

,535

-230

E27-

INF

20,9

583

AREA

= 8

7.58

4,04

4-2

30E2

8-IN

F22

,348

3AR

EA =

87.

58-2

45-1

,535

E29-

INF

15,1

773

AREA

= 8

7.58

-245

1,07

4

E21-

SUP

58,3

202

AREA

= 8

7.58

682

588

E22-

SUP

40,6

812

AREA

= 8

7.58

4,98

044

1E2

3-SU

P46

,799

2AR

EA =

87.

58-3

,957

441

E24-

SUP

48,5

852

AREA

= 8

7.58

512

1,85

4E2

5-SU

P38

,894

2AR

EA =

87.

5851

2-9

72E2

6-SU

P20

,269

2AR

EA =

87.

584,

742

235

E27-

SUP

26,3

872

AREA

= 8

7.58

-4,1

9623

5E2

8-SU

P28

,173

2AR

EA =

87.

5827

31,

648

E29-

SUP

18,4

832

AREA

= 8

7.58

273

-1,1

78

E21-

INF

58,7

242

AREA

= 8

7.58

-702

-636

E22-

INF

40,9

842

AREA

= 8

7.58

-5,3

20-4

77E2

3-IN

F47

,102

2AR

EA =

87.

584,

267

-477

E24-

INF

48,8

882

AREA

= 8

7.58

-527

-2,1

90E2

5-IN

F39

,198

2AR

EA =

87.

58-5

271,

236

E26-

INF

20,4

312

AREA

= 8

7.58

-5,0

74-2

54E2

7-IN

F26

,548

2AR

EA =

87.

584,

513

-254

E28-

INF

28,3

352

AREA

= 8

7.58

-281

-1,9

67

Pági

na:

104

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E29-

INF

18,6

442

AREA

= 8

7.58

-281

1,45

9

E21-

SUP

70,3

261

AREA

= 8

7.58

514

494

E22-

SUP

48,8

511

AREA

= 8

7.58

3,82

837

1E2

3-SU

P56

,638

1AR

EA =

87.

58-3

,057

371

E24-

SUP

58,7

721

AREA

= 8

7.58

385

1,21

5E2

5-SU

P46

,717

1AR

EA =

87.

5838

5-4

73E2

6-SU

P24

,237

1AR

EA =

87.

583,

648

198

E27-

SUP

32,0

241

AREA

= 8

7.58

-3,2

3719

8E2

8-SU

P34

,158

1AR

EA =

87.

5820

51,

042

E29-

SUP

22,1

031

AREA

= 8

7.58

205

-646

E21-

INF

70,7

301

AREA

= 8

7.58

-281

-258

E22-

INF

49,1

541

AREA

= 8

7.58

-7,1

78-1

94E2

3-IN

F56

,941

1AR

EA =

87.

586,

756

-194

E24-

INF

59,0

751

AREA

= 8

7.58

-211

-6,0

21E2

5-IN

F47

,020

1AR

EA =

87.

58-2

115,

633

E26-

INF

24,3

991

AREA

= 8

7.58

-7,0

80-1

03E2

7-IN

F32

,185

1AR

EA =

87.

586,

855

-103

E28-

INF

34,3

191

AREA

= 8

7.58

-113

-5,9

30E2

9-IN

F22

,265

1AR

EA =

87.

58-1

135,

723

Pági

na:

105

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E31-

SUP

6,01

96

AREA

= 8

7.58

2,31

195

3E3

2-SU

P5,

508

6AR

EA =

87.

583,

610

715

E33-

SUP

3,52

06

AREA

= 8

7.58

-144

715

E34-

SUP

5,64

16

AREA

= 8

7.58

1,73

31,

778

E35-

SUP

3,38

76

AREA

= 8

7.58

1,73

3-3

48E3

6-SU

P3,

401

6AR

EA =

87.

582,

802

381

E37-

SUP

1,41

46

AREA

= 8

7.58

-953

381

E38-

SUP

3,53

56

AREA

= 8

7.58

924

1,44

4E3

9-SU

P1,

280

6AR

EA =

87.

5892

4-6

82

E31-

INF

6,42

36

AREA

= 8

7.58

-1,6

75-7

40E3

2-IN

F5,

811

6AR

EA =

87.

58-2

,111

-555

E33-

INF

3,82

36

AREA

= 8

7.58

-401

-555

E34-

INF

5,94

56

AREA

= 8

7.58

-1,2

56-1

,175

E35-

INF

3,69

06

AREA

= 8

7.58

-1,2

5664

E36-

INF

3,56

36

AREA

= 8

7.58

-1,5

25-2

96E3

7-IN

F1,

575

6AR

EA =

87.

5818

5-2

96E3

8-IN

F3,

697

6AR

EA =

87.

58-6

70-9

16E3

9-IN

F1,

442

6AR

EA =

87.

58-6

7032

3

E31-

SUP

12,0

975

AREA

= 8

7.58

1,22

960

8E3

2-SU

P11

,811

5AR

EA =

87.

583,

257

456

E33-

SUP

6,33

45

AREA

= 8

7.58

-1,4

1445

6E3

4-SU

P15

,035

5AR

EA =

87.

5892

22,

768

E35-

SUP

3,11

05

AREA

= 8

7.58

922

-1,8

55E3

6-SU

P7,

577

5AR

EA =

87.

582,

827

243

E37-

SUP

2,10

05

AREA

= 8

7.58

-1,8

4424

3E3

8-SU

P10

,801

5AR

EA =

87.

5849

22,

555

E39-

SUP

-1,1

235

AREA

= 8

7.58

492

-2,0

68

E31-

INF

12,5

015

AREA

= 8

7.58

-1,3

32-6

17E3

2-IN

F12

,114

5AR

EA =

87.

58-2

,558

-463

E33-

INF

6,63

75

AREA

= 8

7.58

560

-463

Pági

na:

106

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E34-

INF

15,3

385

AREA

= 8

7.58

-999

-2,3

13E3

5-IN

F3,

414

5AR

EA =

87.

58-9

991,

388

E36-

INF

7,73

95

AREA

= 8

7.58

-2,0

92-2

47E3

7-IN

F2,

262

5AR

EA =

87.

581,

026

-247

E38-

INF

10,9

625

AREA

= 8

7.58

-533

-2,0

97E3

9-IN

F-9

625

AREA

= 8

7.58

-533

1,60

3

E31-

SUP

18,2

374

AREA

= 8

7.58

1,39

063

3E3

2-SU

P18

,651

4AR

EA =

87.

583,

582

475

E33-

SUP

8,70

54

AREA

= 8

7.58

-1,4

9747

5E3

4-SU

P26

,913

4AR

EA =

87.

581,

042

3,58

3E3

5-SU

P44

34

AREA

= 8

7.58

1,04

2-2

,633

E36-

SUP

12,2

684

AREA

= 8

7.58

3,09

525

3E3

7-SU

P2,

322

4AR

EA =

87.

58-1

,983

253

E38-

SUP

20,5

304

AREA

= 8

7.58

556

3,36

1E3

9-SU

P-5

,940

4AR

EA =

87.

5855

6-2

,855

E31-

INF

18,6

424

AREA

= 8

7.58

-1,3

41-6

02E3

2-IN

F18

,954

4AR

EA =

87.

58-3

,065

-451

E33-

INF

9,00

84

AREA

= 8

7.58

1,05

3-4

51E3

4-IN

F27

,216

4AR

EA =

87.

58-1

,006

-3,3

16E3

5-IN

F74

64

AREA

= 8

7.58

-1,0

062,

413

E36-

INF

12,4

304

AREA

= 8

7.58

-2,5

96-2

41E3

7-IN

F2,

484

4AR

EA =

87.

581,

523

-241

E38-

INF

20,6

924

AREA

= 8

7.58

-537

-3,1

05E3

9-IN

F-5

,778

4AR

EA =

87.

58-5

372,

623

E31-

SUP

24,4

853

AREA

= 8

7.58

1,32

260

4E3

2-SU

P25

,905

3AR

EA =

87.

583,

639

453

E33-

SUP

10,8

233

AREA

= 8

7.58

-1,6

5545

3E3

4-SU

P40

,938

3AR

EA =

87.

5899

24,

193

E35-

SUP

-4,2

103

AREA

= 8

7.58

992

-3,2

87

Pági

na:

107

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

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AR

BRU

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LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E36-

SUP

17,3

353

AREA

= 8

7.58

3,17

624

1E3

7-SU

P2,

253

3AR

EA =

87.

58-2

,118

241

E38-

SUP

32,3

683

AREA

= 8

7.58

529

3,98

1E3

9-SU

P-1

2,78

03

AREA

= 8

7.58

529

-3,4

98

E31-

INF

24,8

893

AREA

= 8

7.58

-1,2

66-5

62E3

2-IN

F26

,208

3AR

EA =

87.

58-3

,409

-422

E33-

INF

11,1

263

AREA

= 8

7.58

1,51

0-4

22E3

4-IN

F41

,241

3AR

EA =

87.

58-9

50-4

,190

E35-

INF

-3,9

073

AREA

= 8

7.58

-950

3,34

7E3

6-IN

F17

,496

3AR

EA =

87.

58-2

,966

-225

E37-

INF

2,41

53

AREA

= 8

7.58

1,95

3-2

25E3

8-IN

F32

,529

3AR

EA =

87.

58-5

07-3

,993

E39-

INF

-12,

618

3AR

EA =

87.

58-5

073,

544

E31-

SUP

30,8

832

AREA

= 8

7.58

1,31

058

0E3

2-SU

P33

,435

2AR

EA =

87.

583,

524

435

E33-

SUP

12,8

902

AREA

= 8

7.58

-1,5

5943

5E3

4-SU

P56

,591

2AR

EA =

87.

5898

24,

476

E35-

SUP

-10,

266

2AR

EA =

87.

5898

2-3

,607

E36-

SUP

22,6

262

AREA

= 8

7.58

3,06

623

2E3

7-SU

P2,

081

2AR

EA =

87.

58-2

,018

232

E38-

SUP

45,7

822

AREA

= 8

7.58

524

4,27

3E3

9-SU

P-2

1,07

52

AREA

= 8

7.58

524

-3,8

10

E31-

INF

31,2

882

AREA

= 8

7.58

-1,3

51-5

51E3

2-IN

F33

,738

2AR

EA =

87.

58-3

,781

-413

E33-

INF

13,1

942

AREA

= 8

7.58

1,75

5-4

13E3

4-IN

F56

,894

2AR

EA =

87.

58-1

,013

-4,9

38E3

5-IN

F-9

,962

2AR

EA =

87.

58-1

,013

4,11

1E3

6-IN

F22

,787

2AR

EA =

87.

58-3

,308

-221

E37-

INF

2,24

32

AREA

= 8

7.58

2,22

7-2

21E3

8-IN

F45

,943

2AR

EA =

87.

58-5

40-4

,745

Pági

na:

108

AN

ALI

SIS

Y D

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O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

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LPr

oyec

to:

VIVI

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A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

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AR B

RUZU

AL C

IV:

16.3

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3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E39-

INF

-20,

913

2AR

EA =

87.

58-5

404,

304

E31-

SUP

37,4

741

AREA

= 8

7.58

998

446

E32-

SUP

40,9

731

AREA

= 8

7.58

2,75

833

5E3

3-SU

P15

,238

1AR

EA =

87.

58-1

,262

335

E34-

SUP

69,7

581

AREA

= 8

7.58

748

3,90

0E3

5-SU

P-1

3,54

81

AREA

= 8

7.58

748

-3,2

30E3

6-SU

P27

,857

1AR

EA =

87.

582,

409

179

E37-

SUP

2,12

21

AREA

= 8

7.58

-1,6

1117

9E3

8-SU

P56

,643

1AR

EA =

87.

5839

93,

744

E39-

SUP

-26,

664

1AR

EA =

87.

5839

9-3

,387

E31-

INF

37,8

781

AREA

= 8

7.58

-534

-217

E32-

INF

41,2

761

AREA

= 8

7.58

-6,6

47-1

63E3

3-IN

F15

,541

1AR

EA =

87.

585,

846

-163

E34-

INF

70,0

621

AREA

= 8

7.58

-401

-6,6

84E3

5-IN

F-1

3,24

51

AREA

= 8

7.58

-401

6,35

9E3

6-IN

F28

,019

1AR

EA =

87.

58-6

,460

-87

E37-

INF

2,28

31

AREA

= 8

7.58

6,03

3-8

7E3

8-IN

F56

,804

1AR

EA =

87.

58-2

14-6

,608

E39-

INF

-26,

502

1AR

EA =

87.

58-2

146,

435

Pági

na:

109

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E`3

1-SU

P7,

651

6AR

EA =

87.

58-6

,469

238

E`3

2-SU

P4,

603

6AR

EA =

87.

58-1

,685

179

E`3

3-SU

P6,

873

6AR

EA =

87.

58-8

,019

179

E`3

4-SU

P8,

257

6AR

EA =

87.

58-4

,852

1,13

5E`

35-

SUP

3,22

06

AREA

= 8

7.58

-4,8

52-7

77E`

36-

SUP

1,92

56

AREA

= 8

7.58

580

95E`

37-

SUP

4,19

56

AREA

= 8

7.58

-5,7

5595

E`3

8-SU

P5,

579

6AR

EA =

87.

58-2

,588

1,05

1E`

39-

SUP

542

6AR

EA =

87.

58-2

,588

-861

E`3

1-IN

F8,

055

6AR

EA =

87.

585,

072

-202

E`3

2-IN

F4,

906

6AR

EA =

87.

581,

620

-152

E`3

3-IN

F7,

176

6AR

EA =

87.

585,

987

-152

E`3

4-IN

F8,

560

6AR

EA =

87.

583,

804

-615

E`3

5-IN

F3,

523

6AR

EA =

87.

583,

804

311

E`3

6-IN

F2,

087

6AR

EA =

87.

58-1

55-8

1E`

37-

INF

4,35

76

AREA

= 8

7.58

4,21

2-8

1E`

38-

INF

5,74

16

AREA

= 8

7.58

2,02

9-5

44E`

39-

INF

704

6AR

EA =

87.

582,

029

382

E`3

1-SU

P17

,319

5AR

EA =

87.

58-4

,007

213

E`3

2-SU

P9,

614

5AR

EA =

87.

5889

416

0E`

33-

SUP

16,3

655

AREA

= 8

7.58

-6,9

0416

0E`

34-

SUP

22,1

165

AREA

= 8

7.58

-3,0

052,

211

E`3

5-SU

P3,

862

5AR

EA =

87.

58-3

,005

-1,8

92E`

36-

SUP

3,55

25

AREA

= 8

7.58

2,29

785

E`3

7-SU

P10

,303

5AR

EA =

87.

58-5

,502

85E`

38-

SUP

16,0

555

AREA

= 8

7.58

-1,6

032,

137

E`3

9-SU

P-2

,199

5AR

EA =

87.

58-1

,603

-1,9

67

E`3

1-IN

F17

,723

5AR

EA =

87.

584,

188

-185

E`3

2-IN

F9,

917

5AR

EA =

87.

58-1

01-1

39E`

33-

INF

16,6

685

AREA

= 8

7.58

6,38

4-1

39

Pági

na:

110

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E`3

4-IN

F22

,419

5AR

EA =

87.

583,

141

-1,6

84E`

35-

INF

4,16

65

AREA

= 8

7.58

3,14

11,

407

E`3

6-IN

F3,

714

5AR

EA =

87.

58-1

,567

-74

E`3

7-IN

F10

,465

5AR

EA =

87.

584,

918

-74

E`3

8-IN

F16

,216

5AR

EA =

87.

581,

675

-1,6

19E`

39-

INF

-2,0

385

AREA

= 8

7.58

1,67

51,

472

E`3

1-SU

P26

,552

4AR

EA =

87.

58-4

,268

171

E`3

2-SU

P13

,703

4AR

EA =

87.

581,

266

128

E`3

3-SU

P26

,124

4AR

EA =

87.

58-7

,668

128

E`3

4-SU

P40

,257

4AR

EA =

87.

58-3

,201

2,84

8E`

35-

SUP

-430

4AR

EA =

87.

58-3

,201

-2,5

92E`

36-

SUP

4,41

04

AREA

= 8

7.58

2,76

068

E`3

7-SU

P16

,831

4AR

EA =

87.

58-6

,174

68E`

38-

SUP

30,9

644

AREA

= 8

7.58

-1,7

072,

788

E`3

9-SU

P-9

,723

4AR

EA =

87.

58-1

,707

-2,6

52

E`3

1-IN

F26

,956

4AR

EA =

87.

584,

189

-145

E`3

2-IN

F14

,007

4AR

EA =

87.

58-9

16-1

09E`

33-

INF

26,4

284

AREA

= 8

7.58

7,19

9-1

09E`

34-

INF

40,5

614

AREA

= 8

7.58

3,14

1-2

,544

E`3

5-IN

F-1

264

AREA

= 8

7.58

3,14

12,

327

E`3

6-IN

F4,

572

4AR

EA =

87.

58-2

,382

-58

E`3

7-IN

F16

,993

4AR

EA =

87.

585,

733

-58

E`3

8-IN

F31

,126

4AR

EA =

87.

581,

675

-2,4

93E`

39-

INF

-9,5

614

AREA

= 8

7.58

1,67

52,

377

E`3

1-SU

P35

,588

3AR

EA =

87.

58-4

,109

157

E`3

2-SU

P17

,233

3AR

EA =

87.

581,

689

118

E`3

3-SU

P36

,149

3AR

EA =

87.

58-7

,852

118

E`3

4-SU

P61

,962

3AR

EA =

87.

58-3

,081

3,36

0E`

35-

SUP

-8,5

803

AREA

= 8

7.58

-3,0

81-3

,124

Pági

na:

111

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E`3

6-SU

P4,

777

3AR

EA =

87.

583,

127

63E`

37-

SUP

23,6

943

AREA

= 8

7.58

-6,4

1463

E`3

8-SU

P49

,506

3AR

EA =

87.

58-1

,643

3,30

5E`

39-

SUP

-21,

036

3AR

EA =

87.

58-1

,643

-3,1

79

E`3

1-IN

F35

,992

3AR

EA =

87.

584,

004

-122

E`3

2-IN

F17

,536

3AR

EA =

87.

58-1

,610

-91

E`3

3-IN

F36

,453

3AR

EA =

87.

587,

616

-91

E`3

4-IN

F62

,265

3AR

EA =

87.

583,

003

-3,3

33E`

35-

INF

-8,2

773

AREA

= 8

7.58

3,00

33,

150

E`3

6-IN

F4,

939

3AR

EA =

87.

58-3

,012

-49

E`3

7-IN

F23

,855

3AR

EA =

87.

586,

215

-49

E`3

8-IN

F49

,668

3AR

EA =

87.

581,

602

-3,2

90E`

39-

INF

-20,

874

3AR

EA =

87.

581,

602

3,19

3

E`3

1-SU

P44

,347

2AR

EA =

87.

58-4

,071

107

E`3

2-SU

P20

,352

2AR

EA =

87.

581,

704

81E`

33-

SUP

46,1

682

AREA

= 8

7.58

-7,8

1081

E`3

4-SU

P86

,168

2AR

EA =

87.

58-3

,053

3,54

7E`

35-

SUP

-19,

647

2AR

EA =

87.

58-3

,053

-3,3

86E`

36-

SUP

4,83

12

AREA

= 8

7.58

3,12

843

E`3

7-SU

P30

,647

2AR

EA =

87.

58-6

,385

43E`

38-

SUP

70,6

462

AREA

= 8

7.58

-1,6

283,

510

E`3

9-SU

P-3

5,16

92

AREA

= 8

7.58

-1,6

28-3

,424

E`3

1-IN

F44

,751

2AR

EA =

87.

584,

216

-41

E`3

2-IN

F20

,655

2AR

EA =

87.

58-1

,920

-31

E`3

3-IN

F46

,472

2AR

EA =

87.

588,

244

-31

E`3

4-IN

F86

,471

2AR

EA =

87.

583,

162

-3,9

31E`

35-

INF

-19,

344

2AR

EA =

87.

583,

162

3,87

0E`

36-

INF

4,99

22

AREA

= 8

7.58

-3,3

96-1

6E`

37-

INF

30,8

092

AREA

= 8

7.58

6,76

9-1

6E`

38-

INF

70,8

082

AREA

= 8

7.58

1,68

6-3

,917

Pági

na:

112

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

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AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E`3

9-IN

F-3

5,00

72

AREA

= 8

7.58

1,68

63,

884

E`3

1-SU

P52

,460

1AR

EA =

87.

58-3

,021

80E`

32-

SUP

23,3

191

AREA

= 8

7.58

1,16

260

E`3

3-SU

P55

,371

1AR

EA =

87.

58-5

,694

60E`

34-

SUP

110,

514

1AR

EA =

87.

58-2

,266

3,12

7E`

35-

SUP

-31,

824

1AR

EA =

87.

58-2

,266

-3,0

06E`

36-

SUP

4,95

81

AREA

= 8

7.58

2,21

932

E`3

7-SU

P37

,010

1AR

EA =

87.

58-4

,636

32E`

38-

SUP

92,1

531

AREA

= 8

7.58

-1,2

083,

099

E`3

9-SU

P-5

0,18

51

AREA

= 8

7.58

-1,2

08-3

,034

E`3

1-IN

F52

,864

1AR

EA =

87.

581,

663

-34

E`3

2-IN

F23

,622

1AR

EA =

87.

58-5

,740

-25

E`3

3-IN

F55

,674

1AR

EA =

87.

588,

233

-25

E`3

4-IN

F11

0,81

71

AREA

= 8

7.58

1,24

7-6

,285

E`3

5-IN

F-3

1,52

11

AREA

= 8

7.58

1,24

76,

234

E`3

6-IN

F5,

119

1AR

EA =

87.

58-6

,321

-14

E`3

7-IN

F37

,172

1AR

EA =

87.

587,

652

-14

E`3

8-IN

F92

,315

1AR

EA =

87.

5866

5-6

,273

E`3

9-IN

F-5

0,02

31

AREA

= 8

7.58

665

6,24

6

Pági

na:

113

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E'4

1-SU

P20

,705

6AR

EA =

87.

58-1

,803

1,53

5E'

42-

SUP

15,7

716

AREA

= 8

7.58

4,02

61,

151

E'4

3-SU

P15

,286

6AR

EA =

87.

58-6

,730

1,15

1E'

44-

SUP

15,8

396

AREA

= 8

7.58

-1,3

521,

954

E'4

5-SU

P15

,219

6AR

EA =

87.

58-1

,352

348

E'4

6-SU

P8,

524

6AR

EA =

87.

584,

657

614

E'4

7-SU

P8,

040

6AR

EA =

87.

58-6

,099

614

E'4

8-SU

P8,

592

6AR

EA =

87.

58-7

211,

417

E'4

9-SU

P7,

972

6AR

EA =

87.

58-7

21-1

89

E'4

1-IN

F21

,109

6AR

EA =

87.

581,

439

-971

E'4

2-IN

F16

,074

6AR

EA =

87.

58-3

,248

-728

E'4

3-IN

F15

,590

6AR

EA =

87.

585,

405

-728

E'4

4-IN

F16

,142

6AR

EA =

87.

581,

079

-846

E'4

5-IN

F15

,522

6AR

EA =

87.

581,

079

-611

E'4

6-IN

F8,

686

6AR

EA =

87.

58-3

,751

-389

E'4

7-IN

F8,

201

6AR

EA =

87.

584,

902

-389

E'4

8-IN

F8,

754

6AR

EA =

87.

5857

5-5

06E'

49-

INF

8,13

46

AREA

= 8

7.58

575

-271

E'4

1-SU

P40

,249

5AR

EA =

87.

58-9

5569

2E'

42-

SUP

31,0

265

AREA

= 8

7.58

5,53

151

9E'

43-

SUP

29,3

495

AREA

= 8

7.58

-6,9

6351

9E'

44-

SUP

30,9

455

AREA

= 8

7.58

-716

1,53

9E'

45-

SUP

29,4

295

AREA

= 8

7.58

-716

-500

E'4

6-SU

P16

,938

5AR

EA =

87.

585,

865

277

E'4

7-SU

P15

,261

5AR

EA =

87.

58-6

,629

277

E'4

8-SU

P16

,858

5AR

EA =

87.

58-3

821,

296

E'4

9-SU

P15

,342

5AR

EA =

87.

58-3

82-7

42

E'4

1-IN

F40

,654

5AR

EA =

87.

581,

032

-800

E'4

2-IN

F31

,329

5AR

EA =

87.

58-5

,062

-600

E'4

3-IN

F29

,652

5AR

EA =

87.

586,

610

-600

Pági

na:

114

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E'4

4-IN

F31

,248

5AR

EA =

87.

5877

4-1

,028

E'4

5-IN

F29

,732

5AR

EA =

87.

5877

4-1

72E'

46-

INF

17,1

005

AREA

= 8

7.58

-5,4

23-3

20E'

47-

INF

15,4

235

AREA

= 8

7.58

6,24

9-3

20E'

48-

INF

17,0

205

AREA

= 8

7.58

413

-748

E'4

9-IN

F15

,503

5AR

EA =

87.

5841

310

8

E'4

1-SU

P60

,154

4AR

EA =

87.

58-1

,128

836

E'4

2-SU

P46

,743

4AR

EA =

87.

586,

569

627

E'4

3-SU

P43

,488

4AR

EA =

87.

58-8

,261

627

E'4

4-SU

P46

,418

4AR

EA =

87.

58-8

461,

586

E'4

5-SU

P43

,813

4AR

EA =

87.

58-8

46-3

32E'

46-

SUP

25,6

894

AREA

= 8

7.58

6,96

433

5E'

47-

SUP

22,4

354

AREA

= 8

7.58

-7,8

6633

5E'

48-

SUP

25,3

644

AREA

= 8

7.58

-451

1,29

4E'

49-

SUP

22,7

594

AREA

= 8

7.58

-451

-625

E'4

1-IN

F60

,558

4AR

EA =

87.

581,

089

-833

E'4

2-IN

F47

,046

4AR

EA =

87.

58-6

,305

-624

E'4

3-IN

F43

,792

4AR

EA =

87.

587,

939

-624

E'4

4-IN

F46

,721

4AR

EA =

87.

5881

7-1

,240

E'4

5-IN

F44

,116

4AR

EA =

87.

5881

7-9

E'4

6-IN

F25

,850

4AR

EA =

87.

58-6

,686

-333

E'4

7-IN

F22

,596

4AR

EA =

87.

587,

557

-333

E'4

8-IN

F25

,526

4AR

EA =

87.

5843

6-9

48E'

49-

INF

22,9

214

AREA

= 8

7.58

436

282

E'4

1-SU

P80

,177

3AR

EA =

87.

58-1

,091

794

E'4

2-SU

P62

,689

3AR

EA =

87.

587,

171

595

E'4

3-SU

P57

,577

3AR

EA =

87.

58-8

,808

595

E'4

4-SU

P62

,039

3AR

EA =

87.

58-8

181,

518

E'4

5-SU

P58

,227

3AR

EA =

87.

58-8

18-3

27

Pági

na:

115

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E'4

6-SU

P34

,627

3AR

EA =

87.

587,

553

318

E'4

7-SU

P29

,515

3AR

EA =

87.

58-8

,426

318

E'4

8-SU

P33

,977

3AR

EA =

87.

58-4

361,

240

E'4

9-SU

P30

,165

3AR

EA =

87.

58-4

36-6

04

E'4

1-IN

F80

,582

3AR

EA =

87.

581,

048

-802

E'4

2-IN

F62

,992

3AR

EA =

87.

58-7

,081

-601

E'4

3-IN

F57

,880

3AR

EA =

87.

588,

653

-601

E'4

4-IN

F62

,342

3AR

EA =

87.

5878

6-1

,402

E'4

5-IN

F58

,530

3AR

EA =

87.

5878

620

0E'

46-

INF

34,7

893

AREA

= 8

7.58

-7,4

48-3

21E'

47-

INF

29,6

773

AREA

= 8

7.58

8,28

6-3

21E'

48-

INF

34,1

393

AREA

= 8

7.58

419

-1,1

22E'

49-

INF

30,3

263

AREA

= 8

7.58

419

480

E'4

1-SU

P10

0,36

42

AREA

= 8

7.58

-1,1

4681

0E'

42-

SUP

78,8

402

AREA

= 8

7.58

7,26

160

7E'

43-

SUP

71,7

072

AREA

= 8

7.58

-8,9

8060

7E'

44-

SUP

77,8

042

AREA

= 8

7.58

-859

1,39

6E'

45-

SUP

72,7

432

AREA

= 8

7.58

-859

-181

E'4

6-SU

P43

,712

2AR

EA =

87.

587,

662

324

E'4

7-SU

P36

,579

2AR

EA =

87.

58-8

,579

324

E'4

8-SU

P42

,676

2AR

EA =

87.

58-4

581,

112

E'4

9-SU

P37

,615

2AR

EA =

87.

58-4

58-4

64

E'4

1-IN

F10

0,76

92

AREA

= 8

7.58

1,17

9-9

01E'

42-

INF

79,1

432

AREA

= 8

7.58

-7,6

52-6

76E'

43-

INF

72,0

102

AREA

= 8

7.58

9,42

1-6

76E'

44-

INF

78,1

072

AREA

= 8

7.58

884

-1,6

61E'

45-

INF

73,0

462

AREA

= 8

7.58

884

309

E'4

6-IN

F43

,874

2AR

EA =

87.

58-8

,065

-360

E'4

7-IN

F36

,741

2AR

EA =

87.

589,

008

-360

E'4

8-IN

F42

,838

2AR

EA =

87.

5847

2-1

,345

Pági

na:

116

AN

ALI

SIS

Y D

ISEÑ

O D

E ED

IFIC

IOS

Usu

ario

:IN

G.

EDG

AR

BRU

ZUA

LPr

oyec

to:

VIVI

END

A M

ULT

IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E'4

9-IN

F37

,777

2AR

EA =

87.

5847

262

5

E'4

1-SU

P12

1,06

31

AREA

= 8

7.58

-807

676

E'4

2-SU

P95

,281

1AR

EA =

87.

585,

212

507

E'4

3-SU

P86

,314

1AR

EA =

87.

58-6

,422

507

E'4

4-SU

P93

,909

1AR

EA =

87.

58-6

051,

009

E'4

5-SU

P87

,686

1AR

EA =

87.

58-6

054

E'4

6-SU

P52

,909

1AR

EA =

87.

585,

495

270

E'4

7-SU

P43

,942

1AR

EA =

87.

58-6

,140

270

E'4

8-SU

P51

,537

1AR

EA =

87.

58-3

2377

2E'

49-

SUP

45,3

141

AREA

= 8

7.58

-323

-232

E'4

1-IN

F12

1,46

81

AREA

= 8

7.58

522

-334

E'4

2-IN

F95

,585

1AR

EA =

87.

58-7

,798

-251

E'4

3-IN

F86

,617

1AR

EA =

87.

588,

580

-251

E'4

4-IN

F94

,213

1AR

EA =

87.

5839

1-4

,172

E'4

5-IN

F87

,989

1AR

EA =

87.

5839

13,

671

E'4

6-IN

F53

,071

1AR

EA =

87.

58-7

,980

-134

E'4

7-IN

F44

,103

1AR

EA =

87.

588,

397

-134

E'4

8-IN

F51

,699

1AR

EA =

87.

5820

9-4

,055

E'4

9-IN

F45

,475

1AR

EA =

87.

5820

93,

788

Pági

na:

117

AN

ALI

SIS

Y D

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O D

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Usu

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:IN

G.

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BRU

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to:

VIVI

END

A M

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IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

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IV:

16.3

58IP

3-ED

IFIC

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Ver

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7.0

AN

ALI

SIS

Y D

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O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E'5

1-SU

P10

,398

6AR

EA =

87.

588,

581

1,55

2E'

52-

SUP

8,69

16

AREA

= 8

7.58

9,26

21,

164

E'5

3-SU

P6,

905

6AR

EA =

87.

583,

609

1,16

4E'

54-

SUP

8,32

96

AREA

= 8

7.58

6,43

52,

480

E'5

5-SU

P7,

267

6AR

EA =

87.

586,

435

-152

E'5

6-SU

P5,

052

6AR

EA =

87.

586,

259

621

E'5

7-SU

P3,

266

6AR

EA =

87.

5860

662

1E'

58-

SUP

4,69

06

AREA

= 8

7.58

3,43

21,

937

E'5

9-SU

P3,

628

6AR

EA =

87.

583,

432

-695

E'5

1-IN

F10

,802

6AR

EA =

87.

58-6

,202

-985

E'5

2-IN

F8,

994

6AR

EA =

87.

58-6

,411

-739

E'5

3-IN

F7,

209

6AR

EA =

87.

58-2

,892

-739

E'5

4-IN

F8,

632

6AR

EA =

87.

58-4

,651

-1,2

92E'

55-

INF

7,57

16

AREA

= 8

7.58

-4,6

51-1

86E'

56-

INF

5,21

36

AREA

= 8

7.58

-4,2

40-3

94E'

57-

INF

3,42

86

AREA

= 8

7.58

-722

-394

E'5

8-IN

F4,

851

6AR

EA =

87.

58-2

,481

-947

E'5

9-IN

F3,

790

6AR

EA =

87.

58-2

,481

159

E'5

1-SU

P21

,916

5AR

EA =

87.

584,

918

700

E'5

2-SU

P18

,974

5AR

EA =

87.

587,

014

525

E'5

3-SU

P13

,900

5AR

EA =

87.

5836

452

5E'

54-

SUP

17,6

165

AREA

= 8

7.58

3,68

91,

599

E'5

5-SU

P15

,258

5AR

EA =

87.

583,

689

-550

E'5

6-SU

P11

,303

5AR

EA =

87.

585,

292

280

E'5

7-SU

P6,

229

5AR

EA =

87.

58-1

,358

280

E'5

8-SU

P9,

946

5AR

EA =

87.

581,

967

1,35

4E'

59-

SUP

7,58

75

AREA

= 8

7.58

1,96

7-7

95

E'5

1-IN

F22

,320

5AR

EA =

87.

58-5

,264

-815

E'5

2-IN

F19

,277

5AR

EA =

87.

58-6

,559

-611

E'5

3-IN

F14

,203

5AR

EA =

87.

58-1

,337

-611

Pági

na:

118

AN

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SIS

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Usu

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:IN

G.

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END

A M

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IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

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IV:

16.3

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3-ED

IFIC

IOS

Ver

sión

7.0

AN

ALI

SIS

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O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

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ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E'5

4-IN

F17

,920

5AR

EA =

87.

58-3

,948

-1,3

22E'

55-

INF

15,5

615

AREA

= 8

7.58

-3,9

4899

E'5

6-IN

F11

,465

5AR

EA =

87.

58-4

,717

-326

E'5

7-IN

F6,

391

5AR

EA =

87.

5850

6-3

26E'

58-

INF

10,1

085

AREA

= 8

7.58

-2,1

06-1

,036

E'5

9-IN

F7,

749

5AR

EA =

87.

58-2

,106

384

E'5

1-SU

P33

,288

4AR

EA =

87.

585,

364

839

E'5

2-SU

P29

,549

4AR

EA =

87.

587,

755

629

E'5

3-SU

P20

,382

4AR

EA =

87.

5829

162

9E'

54-

SUP

26,8

544

AREA

= 8

7.58

4,02

31,

697

E'5

5-SU

P23

,078

4AR

EA =

87.

584,

023

-439

E'5

6-SU

P17

,898

4AR

EA =

87.

585,

878

335

E'5

7-SU

P8,

732

4AR

EA =

87.

58-1

,587

335

E'5

8-SU

P15

,203

4AR

EA =

87.

582,

146

1,40

3E'

59-

SUP

11,4

274

AREA

= 8

7.58

2,14

6-7

32

E'5

1-IN

F33

,692

4AR

EA =

87.

58-5

,310

-840

E'5

2-IN

F29

,852

4AR

EA =

87.

58-7

,258

-630

E'5

3-IN

F20

,685

4AR

EA =

87.

58-7

06-6

30E'

54-

INF

27,1

574

AREA

= 8

7.58

-3,9

82-1

,512

E'5

5-IN

F23

,381

4AR

EA =

87.

58-3

,982

252

E'5

6-IN

F18

,060

4AR

EA =

87.

58-5

,400

-336

E'5

7-IN

F8,

893

4AR

EA =

87.

581,

152

-336

E'5

8-IN

F15

,365

4AR

EA =

87.

58-2

,124

-1,2

18E'

59-

INF

11,5

894

AREA

= 8

7.58

-2,1

2454

6

E'5

1-SU

P44

,594

3AR

EA =

87.

585,

154

804

E'5

2-SU

P40

,348

3AR

EA =

87.

587,

779

603

E'5

3-SU

P26

,543

3AR

EA =

87.

58-4

860

3E'

54-

SUP

36,0

583

AREA

= 8

7.58

3,86

61,

542

E'5

5-SU

P30

,833

3AR

EA =

87.

583,

866

-337

Pági

na:

119

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SIS

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O D

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Usu

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to:

VIVI

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IFAM

ILIA

RCa

lcul

ista

:IN

G.

EDG

AR B

RUZU

AL C

IV:

16.3

58IP

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IFIC

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Ver

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7.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E'5

6-SU

P24

,740

3AR

EA =

87.

585,

975

322

E'5

7-SU

P10

,935

3AR

EA =

87.

58-1

,852

322

E'5

8-SU

P20

,450

3AR

EA =

87.

582,

062

1,26

1E'

59-

SUP

15,2

253

AREA

= 8

7.58

2,06

2-6

18

E'5

1-IN

F44

,998

3AR

EA =

87.

58-5

,097

-816

E'5

2-IN

F40

,651

3AR

EA =

87.

58-7

,549

-612

E'5

3-IN

F26

,846

3AR

EA =

87.

58-9

7-6

12E'

54-

INF

36,3

613

AREA

= 8

7.58

-3,8

23-1

,588

E'5

5-IN

F31

,136

3AR

EA =

87.

58-3

,823

364

E'5

6-IN

F24

,902

3AR

EA =

87.

58-5

,765

-326

E'5

7-IN

F11

,097

3AR

EA =

87.

581,

687

-326

E'5

8-IN

F20

,612

3AR

EA =

87.

58-2

,039

-1,3

02E'

59-

INF

15,3

873

AREA

= 8

7.58

-2,0

3964

9

E'5

1-SU

P55

,812

2AR

EA =

87.

585,

139

812

E'5

2-SU

P51

,201

2AR

EA =

87.

587,

688

609

E'5

3-SU

P32

,518

2AR

EA =

87.

5820

609

E'5

4-SU

P45

,159

2AR

EA =

87.

583,

854

1,36

5E'

55-

SUP

38,5

602

AREA

= 8

7.58

3,85

4-1

47E'

56-

SUP

31,6

662

AREA

= 8

7.58

5,89

032

5E'

57-

SUP

12,9

832

AREA

= 8

7.58

-1,7

7932

5E'

58-

SUP

25,6

242

AREA

= 8

7.58

2,05

51,

081

E'5

9-SU

P19

,025

2AR

EA =

87.

582,

055

-431

E'5

1-IN

F56

,216

2AR

EA =

87.

58-5

,474

-907

E'5

2-IN

F51

,504

2AR

EA =

87.

58-8

,236

-680

E'5

3-IN

F32

,821

2AR

EA =

87.

5825

-680

E'5

4-IN

F45

,462

2AR

EA =

87.

58-4

,105

-1,6

48E'

55-

INF

38,8

632

AREA

= 8

7.58

-4,1

0528

8E'

56-

INF

31,8

282

AREA

= 8

7.58

-6,3

20-3

63E'

57-

INF

13,1

452

AREA

= 8

7.58

1,94

1-3

63E'

58-

INF

25,7

862

AREA

= 8

7.58

-2,1

89-1

,331

Pági

na:

120

AN

ALI

SIS

Y D

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O D

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IFIC

IOS

Usu

ario

:IN

G.

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BRU

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LPr

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to:

VIVI

END

A M

ULT

IFAM

ILIA

R

Calc

ulis

ta:

ING

. ED

GAR

BRU

ZUAL

CIV

: 16

.358

IP3-

EDIF

ICIO

S V

ersi

ón 7

.0

AN

ALI

SIS

Y D

ISEÑ

O D

E C

OLU

MN

AS

COLU

MN

IVEL

DIM

ENSI

ON

ESCA

SOPU kg

fM

UX

k gf-

mM

UY

kgf-

mCU

ANT W

ASCA

Lcm

2AM

IN cm2

AMAX

cm2

AST.

cm2

AS/C

cm2

PORC

E'5

9-IN

F19

,187

2AR

EA =

87.

58-2

,189

606

E'5

1-SU

P66

,805

1AR

EA =

87.

584,

052

687

E'5

2-SU

P61

,646

1AR

EA =

87.

585,

775

515

E'5

3-SU

P38

,561

1AR

EA =

87.

5830

351

5E'

54-

SUP

54,0

021

AREA

= 8

7.58

3,03

91,

067

E'5

5-SU

P46

,205

1AR

EA =

87.

583,

039

-36

E'5

6-SU

P38

,264

1AR

EA =

87.

584,

357

275

E'5

7-SU

P15

,180

1AR

EA =

87.

58-1

,115

275

E'5

8-SU

P30

,620

1AR

EA =

87.

581,

621

827

E'5

9-SU

P22

,823

1AR

EA =

87.

581,

621

-277

E'5

1-IN

F67

,209

1AR

EA =

87.

58-1

,960

-391

E'5

2-IN

F61

,949

1AR

EA =

87.

58-8

,100

-293

E'5

3-IN

F38

,864

1AR

EA =

87.

585,

160

-293

E'5

4-IN

F54

,305

1AR

EA =

87.

58-1

,470

-3,9

85E'

55-

INF

46,5

081

AREA

= 8

7.58

-1,4

703,

399

E'5

6-IN

F38

,426

1AR

EA =

87.

58-7

,414

-156

E'5

7-IN

F15

,341

1AR

EA =

87.

585,

846

-156

E'5

8-IN

F30

,782

1AR

EA =

87.

58-7

84-3

,849

E'5

9-IN

F22

,985

1AR

EA =

87.

58-7

843,

536

Página: 1



REACCIONES SOBRE LAS FUNDACIONES

CARGAS MAYORADAS CARGAS DE SERVICIO

EJE CASOPUkgf

MUXkgf-m

MUYkgf-m

VUXkgf

VUYkgf

Pkgf

MXkgf-m

MYkgf-m

VXkgf

VYkgf

A1 1 54,764 -1,388 -258 1,266 251 36,625 -925 -172 844 1672 17,254 4,790 -194 -2,295 188 10,455 3,471 -129 -1,684 1253 64,892 -6,872 -194 4,194 188 44,482 -4,859 -129 2,950 1254 33,817 -1,041 6,802 950 -2,479 22,286 -694 4,867 633 -1,7805 48,329 -1,041 -7,189 950 2,855 32,651 -694 -5,125 633 2,030

A2 1 80,924 384 -258 852 251 54,065 256 -172 568 1672 -9,512 6,494 -194 -14,521 188 -9,598 4,625 -129 -10,403 1253 130,898 -5,918 -194 15,799 188 90,695 -4,241 -129 11,255 1254 54,666 288 5,634 639 -2,036 36,243 192 4,033 426 -1,4635 66,720 288 -6,021 639 2,412 44,853 192 -4,291 426 1,714

A3 1 47,673 533 -296 -2,117 263 31,898 355 -197 -1,411 1752 129,779 4,931 -222 -15,764 197 91,083 3,503 -148 -11,185 1313 -58,269 -4,133 -222 12,590 197 -43,237 -2,971 -148 9,068 1314 30,543 399 4,305 -1,587 -1,411 20,200 266 3,086 -1,058 -1,0175 40,967 399 -4,749 -1,587 1,805 27,646 266 -3,381 -1,058 1,280

B'1 1 86,210 -1,532 27 1,538 -30 57,589 -1,021 18 1,025 -202 57,321 3,650 20 -877 -23 37,951 2,662 14 -681 -153 71,993 -5,948 20 3,183 -23 48,431 -4,194 14 2,219 -154 63,737 -1,149 7,655 1,153 -3,322 42,534 -766 5,467 769 -2,3715 65,577 -1,149 -7,615 1,153 3,277 43,849 -766 -5,440 769 2,341

B'2 1 137,202 558 27 -525 -30 91,584 372 18 -350 -202 99,722 5,924 20 -3,125 -23 66,416 4,211 14 -2,213 -153 106,082 -5,087 20 2,337 -23 70,959 -3,653 14 1,688 -154 102,137 419 6,380 -394 -2,773 68,141 279 4,556 -263 -1,9795 103,667 419 -6,340 -394 2,728 69,234 279 -4,529 -263 1,949

B'3 1 76,122 1,059 -120 -1,013 92 50,864 706 -80 -675 612 67,608 5,724 -90 -2,918 69 45,659 4,051 -60 -2,048 463 46,576 -4,136 -90 1,400 69 30,636 -2,992 -60 1,036 464 58,444 794 4,924 -759 -1,981 39,113 530 3,521 -506 -1,4195 55,740 794 -5,104 -759 2,119 37,182 530 -3,641 -506 1,510

B'5 1 48,894 -1,499 -111 1,515 119 32,712 -999 -74 1,010 792 31,090 2,910 -83 -861 89 20,547 2,132 -56 -669 593 42,252 -5,158 -83 3,133 89 28,520 -3,631 -56 2,184 594 27,804 -1,124 3,740 1,136 -1,462 18,200 -749 2,675 758 -1,0495 45,538 -1,124 -3,906 1,136 1,640 30,867 -749 -2,786 758 1,167

B'6 1 91,434 287 -126 -243 114 61,072 191 -84 -162 762 67,125 5,051 -95 -2,976 86 44,767 3,598 -63 -2,117 573 70,027 -4,621 -95 2,612 86 46,840 -3,311 -63 1,874 574 58,250 215 4,518 -182 -1,814 38,428 143 3,231 -122 -1,2995 78,902 215 -4,707 -182 1,985 53,179 143 -3,357 -122 1,413

B'7 1 45,734 1,335 -78 -1,274 537 30,605 890 -52 -849 3582 41,332 5,168 -59 -3,083 403 27,976 3,644 -39 -2,157 2693 27,268 -3,166 -59 1,173 403 17,931 -2,309 -39 883 2694 -93,387 1,001 5,621 -955 -14,932 -68,252 668 4,017 -637 -10,6855 161,987 1,001 -5,738 -955 15,738 114,158 668 -4,095 -637 11,222

Página: 2





EJE CASOPUkgf

MUXkgf-m

MUYkgf-m

VUXkgf

VUYkgf

Pkgf

MXkgf-m

MYkgf-m

VXkgf

VYkgf

F5 1 100,047 -2,912 50 2,909 -42 66,814 -1,941 33 1,939 -282 71,614 1,951 37 454 -32 47,667 1,498 25 221 -213 78,456 -6,319 37 3,908 -32 52,554 -4,409 25 2,688 -214 61,851 -2,184 4,535 2,181 -2,243 40,693 -1,456 3,238 1,454 -1,6005 88,219 -2,184 -4,461 2,181 2,180 59,527 -1,456 -3,188 1,454 1,558

F6 1 186,717 695 -233 -633 222 124,594 463 -155 -422 1482 139,158 5,120 -174 -2,661 167 92,817 3,632 -116 -1,878 1113 140,918 -4,078 -174 1,711 167 94,074 -2,938 -116 1,245 1114 146,566 521 4,741 -475 -2,036 98,108 347 3,394 -317 -1,4625 133,510 521 -5,089 -475 2,369 88,782 347 -3,627 -317 1,684

F7 1 96,543 2,379 -149 -2,276 -179 64,478 1,586 -99 -1,517 -1192 76,708 5,975 -111 -3,488 -134 51,430 4,183 -74 -2,410 -893 68,106 -2,407 -111 74 -134 45,286 -1,804 -74 134 -894 194,182 1,784 5,946 -1,707 -15,706 135,340 1,190 4,252 -1,138 -11,2125 -49,368 1,784 -6,168 -1,707 15,438 -38,624 1,190 -4,401 -1,138 11,034

C1 1 64,688 -926 0 1,760 0 43,241 -617 0 1,173 02 -33,553 3,675 0 -12,572 0 -26,190 2,658 0 -9,043 03 130,585 -5,063 0 15,212 0 91,051 -3,583 0 10,803 04 48,554 -694 7,667 1,320 -3,328 32,458 -463 5,476 880 -2,3775 48,478 -694 -7,667 1,320 3,328 32,403 -463 -5,476 880 2,377

C2 1 39,831 1,332 0 -1,760 0 26,670 888 0 -1,173 02 111,942 5,368 0 -15,212 0 78,623 3,787 0 -10,803 03 -52,196 -3,370 0 12,572 0 -38,619 -2,455 0 9,043 04 29,905 999 6,386 -1,320 -2,774 20,025 666 4,561 -880 -1,9815 29,841 999 -6,386 -1,320 2,774 19,979 666 -4,561 -880 1,981

C'3 1 59,471 -1,200 143 1,148 -165 39,763 -800 95 765 -1102 39,966 3,589 107 -1,035 -124 26,510 2,606 71 -781 -833 49,240 -5,389 107 2,757 -124 33,134 -3,806 71 1,928 -834 35,137 -900 5,623 861 -2,579 23,060 -600 4,011 574 -1,8365 54,069 -900 -5,409 861 2,331 36,583 -600 -3,869 574 1,671

C'4 1 93,230 -350 -137 320 126 62,269 -233 -91 213 842 70,871 4,667 -102 -2,094 95 47,379 3,346 -68 -1,507 633 68,973 -5,191 -102 2,574 95 46,024 -3,695 -68 1,827 634 62,122 -262 4,007 240 -1,563 41,130 -175 2,867 160 -1,1215 77,722 -262 -4,211 240 1,752 52,273 -175 -3,003 160 1,247

C'5 1 58,598 1,469 -53 -1,467 564 39,181 979 -35 -978 3762 47,636 5,530 -39 -2,938 423 32,020 3,898 -26 -2,046 2823 40,260 -3,328 -39 738 423 26,751 -2,429 -26 579 2824 -25,391 1,101 4,378 -1,100 -10,745 -20,142 734 3,129 -734 -7,6955 113,287 1,101 -4,456 -1,100 11,591 78,913 734 -3,181 -734 8,259

D1 1 105,284 -1,346 -27 1,248 30 70,305 -897 -18 832 202 71,699 3,987 -20 -1,190 23 47,540 2,896 -14 -895 153 86,227 -6,005 -20 3,062 23 57,917 -4,241 -14 2,143 154 79,845 -1,009 7,614 936 -3,276 53,358 -673 5,439 624 -2,341

Página: 3





EJE CASOPUkgf

MUXkgf-m

MUYkgf-m

VUXkgf

VUYkgf

Pkgf

MXkgf-m

MYkgf-m

VXkgf

VYkgf

5 78,081 -1,009 -7,654 936 3,321 52,098 -673 -5,466 624 2,371

D2 1 136,691 374 -27 -453 30 91,243 249 -18 -302 202 100,423 5,981 -20 -3,152 23 66,935 4,259 -14 -2,235 153 104,613 -5,421 -20 2,472 23 69,928 -3,885 -14 1,782 154 103,251 280 6,339 -340 -2,726 68,955 187 4,529 -227 -1,9485 101,785 280 -6,379 -340 2,771 67,908 187 -4,556 -227 1,978

D3 1 146,060 -1,488 -152 1,412 399 97,489 -992 -101 941 2662 106,882 5,244 -114 -2,393 299 71,214 3,799 -76 -1,760 2003 112,208 -7,476 -114 4,511 299 75,019 -5,287 -76 3,171 2004 -435 -1,116 5,632 1,059 -18,729 -5,441 -744 4,029 706 -13,3925 219,525 -1,116 -5,860 1,059 19,327 151,674 -744 -4,180 706 13,791

D4 1 189,528 -564 -221 513 212 126,468 -376 -147 342 1412 146,004 6,269 -165 -3,384 159 97,606 4,498 -110 -2,436 1063 138,288 -7,115 -165 4,154 159 92,095 -5,062 -110 2,949 1064 146,834 -423 4,223 385 -1,777 98,199 -282 3,024 257 -1,2775 137,458 -423 -4,553 385 2,095 91,502 -282 -3,245 257 1,489

D5 1 152,825 1,380 -155 -1,391 -281 101,999 920 -103 -927 -1872 114,666 7,463 -116 -4,541 -210 76,533 5,281 -77 -3,194 -1403 114,570 -5,393 -116 2,455 -210 76,465 -3,901 -77 1,803 -1404 202,110 1,035 3,973 -1,043 -11,618 138,993 690 2,843 -695 -8,2895 27,126 1,035 -4,205 -1,043 11,198 14,005 690 -2,998 -695 8,008

D6 1 97,473 36 335 -30 -336 65,098 24 223 -20 -2242 68,563 6,820 251 -3,882 -252 45,579 4,870 167 -2,771 -1683 77,647 -6,766 251 3,837 -252 52,067 -4,834 167 2,741 -1684 76,903 27 4,637 -23 -1,931 51,536 18 3,300 -15 -1,3675 69,307 27 -4,135 -23 1,427 46,110 18 -2,966 -15 1,031

D7 1 50,954 1,319 407 -1,299 -359 34,085 879 271 -866 -2392 50,873 6,898 305 -3,955 -269 34,605 4,880 203 -2,779 -1793 25,557 -4,920 305 2,007 -269 16,522 -3,561 203 1,480 -1794 44,127 989 5,739 -974 -2,325 29,786 659 4,085 -650 -1,6485 32,303 989 -5,129 -974 1,787 21,341 659 -3,678 -650 1,289

E1 1 45,002 -773 258 776 -251 30,117 -515 172 517 -1672 24,777 5,502 194 -2,008 -188 16,177 3,957 129 -1,462 -1253 42,725 -6,660 194 3,172 -188 28,997 -4,730 129 2,238 -1254 41,007 -579 7,189 582 -2,855 27,770 -386 5,125 388 -2,0305 26,495 -579 -6,802 582 2,479 17,405 -386 -4,867 388 1,780

E2 1 70,730 282 258 -266 -251 47,269 188 172 -177 -1672 49,154 7,179 194 -3,669 -188 32,671 5,117 129 -2,611 -1253 56,940 -6,756 194 3,271 -188 38,232 -4,835 129 2,346 -1254 59,074 212 6,021 -199 -2,412 39,756 141 4,291 -133 -1,7145 47,020 212 -5,634 -199 2,036 31,146 141 -4,033 -133 1,463

E3 1 38,109 534 218 -510 -549 25,522 356 145 -340 -3662 41,450 6,647 163 -3,135 -412 28,333 4,728 109 -2,221 -2753 15,714 -5,846 163 2,370 -412 9,950 -4,194 109 1,711 -275

Página: 4





EJE CASOPUkgf

MUXkgf-m

MUYkgf-m

VUXkgf

VUYkgf

Pkgf

MXkgf-m

MYkgf-m

VXkgf

VYkgf

4 80,720 401 6,685 -383 -18,626 56,383 267 4,767 -255 -13,2855 -23,556 401 -6,359 -383 17,802 -18,100 267 -4,550 -255 12,736

E`3 1 52,865 -1,662 35 1,562 -38 35,359 -1,108 23 1,041 -252 23,622 5,741 26 -2,300 -28 15,072 4,160 17 -1,699 -193 55,674 -8,234 26 4,642 -28 37,966 -5,822 17 3,260 -194 110,817 -1,247 6,285 1,171 -3,137 77,354 -831 4,488 781 -2,2395 -31,521 -1,247 -6,233 1,171 3,081 -24,316 -831 -4,453 781 2,202

E'4 1 121,467 -522 335 443 -336 81,094 -348 223 295 -2242 95,584 7,798 251 -4,337 -252 64,023 5,588 167 -3,114 -1683 86,616 -8,581 251 5,001 -252 57,617 -6,110 167 3,556 -1684 94,212 -392 4,173 332 -1,727 63,043 -261 2,969 221 -1,2225 87,988 -392 -3,671 332 1,223 58,597 -261 -2,634 221 886

E'5 1 67,209 1,961 390 -2,004 -360 44,922 1,307 260 -1,336 -2402 61,949 8,100 293 -4,625 -270 41,935 5,716 195 -3,232 -1803 38,865 -5,160 293 1,619 -270 25,447 -3,755 195 1,228 -1804 54,306 1,470 3,985 -1,503 -1,685 36,476 980 2,832 -1,002 -1,1915 46,508 1,470 -3,400 -1,503 1,145 30,906 980 -2,442 -1,002 831

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