3RA PARTE-CONFECCION DE LA ESTRUCTURA METALICA(expo PPR).pptx
VDLP ESTRUCTURA METALICA
-
Upload
rodrigomonteverde1 -
Category
Documents
-
view
203 -
download
0
Transcript of 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:
Página: 2
ANALISIS SISMICO DE EDIFICIOS
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 =
Página: 3
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
Página: 4
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
Página: 5
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
Página: 6
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
MODO DE VIBRACION: 2Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 0.960 Seg
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
MODO DE VIBRACION: 3Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 0.790 Seg
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
MODO DE VIBRACION: 4Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 0.351 Seg
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
MODO DE VIBRACION: 5Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 0.300 Seg
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
Página: 7
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
MODO DE VIBRACION: 6Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 0.238 Seg
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
MODO DE VIBRACION: 7Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 0.194 Seg
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
MODO DE VIBRACION: 8Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 0.165 Seg
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
MODO DE VIBRACION: 9Nivel Desplaz. X Desplaz. Y Rotaci�nPeriodo T = 0.131 Seg
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
Página: 8
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
Página: 9
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
Incertid.CortanteDise�o
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
Incertid.CortanteDise�o
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
Incertid.CortanteDise�o
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
Página: 10
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C'SISMO DIRECCION X SISMO DIRECCION Y
NivelCombinado
ModalCortante
AccidentalCortante
Total Combinado
ModalCortante
Accidental Cortante
TotalFactor
Incertid.CortanteDise�o
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
Incertid.CortanteDise�o
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
Incertid.CortanteDise�o
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
Incertid.CortanteDise�o
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
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 1SISMO DIRECCION X SISMO DIRECCION Y
NivelCombinado
ModalCortante
AccidentalCortante
Total Combinado
ModalCortante
Accidental Cortante
TotalFactor
Incertid.CortanteDise�o
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
PORTICO: 2SISMO DIRECCION X SISMO DIRECCION Y
NivelCombinado
ModalCortante
AccidentalCortante
Total Combinado
ModalCortante
Accidental Cortante
TotalFactor
Incertid.CortanteDise�o
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
PORTICO: 3SISMO DIRECCION X SISMO DIRECCION Y
NivelCombinado
ModalCortante
AccidentalCortante
Total Combinado
ModalCortante
Accidental Cortante
TotalFactor
Incertid.CortanteDise�o
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
PORTICO: 4SISMO DIRECCION X SISMO DIRECCION Y
NivelCombinado
ModalCortante
AccidentalCortante
Total Combinado
ModalCortante
Accidental Cortante
TotalFactor
Incertid.CortanteDise�o
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
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 5SISMO DIRECCION X SISMO DIRECCION Y
NivelCombinado
ModalCortante
AccidentalCortante
Total Combinado
ModalCortante
Accidental Cortante
TotalFactor
Incertid.CortanteDise�o
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
PORTICO: 6SISMO DIRECCION X SISMO DIRECCION Y
NivelCombinado
ModalCortante
AccidentalCortante
Total Combinado
ModalCortante
Accidental Cortante
TotalFactor
Incertid.CortanteDise�o
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
PORTICO: 7SISMO DIRECCION X SISMO DIRECCION Y
NivelCombinado
ModalCortante
AccidentalCortante
Total Combinado
ModalCortante
Accidental Cortante
TotalFactor
Incertid.CortanteDise�o
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
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)
NivelFuerzaS�smica
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)
NivelFuerzaS�smica
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
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C100% 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 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)
NivelFuerzaS�smica
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)
NivelFuerzaS�smica
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)
NivelFuerzaS�smica
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
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E'100% 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 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)
NivelFuerzaS�smica
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
PORTICO: 2100% 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 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
PORTICO: 3100% 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 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
ANALISIS SISMICO DE EDIFICIOS
ING. EDGAR BRUZUALUsuario:
VIVIENDA MULTIFAMILIARProyecto:
Calculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 4100% 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 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
PORTICO: 5100% 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 6,676 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
PORTICO: 6100% 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 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
PORTICO: 7100% 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 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
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: 2 VIGA: 2V-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 9,9570.00 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
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: 3 VIGA: 3V-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 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
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: 4 VIGA: 4V-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 9,8050.00 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
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: 5 VIGA: 5V-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 9,3910.00 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
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: 6 VIGA: 6V-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 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
5.50 -5,8980.00 1,909 -8,715
( 7 )
Página: 9
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: B' NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
5.50 -6,0660.00 1,555 -9,062
( 7 )
Página: 11
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: B' NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
5.50 -6,1280.00 1,218 -8,910
( 7 )
Página: 13
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: B' NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
5.50 -6,1720.00 702 -8,524
( 7 )
Página: 15
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: B' NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
5.50 -6,3280.00 0 -8,151
( 7 )
Página: 17
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: B' NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
5.50 -5,6830.00 0 -5,385
( 7 )
Página: 19
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: F NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: F NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: F NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: F NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: F NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C' NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C' NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C' NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C' NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: C' NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: D NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: D NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: D NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: D NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: D NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E' NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E' NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E' NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E' NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: E' NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 1 NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 1 NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 1 NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 1 NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 1 NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 2 NIVEL: 1 VIGA: 1V-2(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 2 NIVEL: 2 VIGA: 2V-2(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 2 NIVEL: 3 VIGA: 3V-2(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 2 NIVEL: 4 VIGA: 4V-2(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 2 NIVEL: 5 VIGA: 5V-2(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 2 NIVEL: 6 VIGA: 6V-2(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 3 NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 3 NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 3 NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 3 NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 3 NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 4 NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 4 NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 4 NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 4 NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 4 NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 5 NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 5 NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 5 NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 5 NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 5 NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 6 NIVEL: 2 VIGA: 2V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 6 NIVEL: 3 VIGA: 3V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 6 NIVEL: 4 VIGA: 4V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 6 NIVEL: 5 VIGA: 5V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 6 NIVEL: 6 VIGA: 6V-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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 7 NIVEL: 1 VIGA: 1V-7(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 7 NIVEL: 2 VIGA: 2V-7(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 7 NIVEL: 3 VIGA: 3V-7(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 7 NIVEL: 4 VIGA: 4V-7(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 7 NIVEL: 5 VIGA: 5V-7(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
PORTICO: 7 NIVEL: 6 VIGA: 6V-7(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)@
******ENVOLVENTES****** ***ACEROS*** ESTRIBOS
( 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
na:
1
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
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
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
Pági
na:
2
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
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
Pági
na:
3
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
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
Pági
na:
4
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
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
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
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
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
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
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
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.
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
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
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
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.
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
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
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'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
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'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
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'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
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
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
REACCIONES SOBRE LAS FUNDACIONES
CARGAS MAYORADAS CARGAS DE SERVICIO
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
REACCIONES SOBRE LAS FUNDACIONES
CARGAS MAYORADAS CARGAS DE SERVICIO
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
ANALISIS Y DISEÑO DE EDIFICIOS
Usuario: ING. EDGAR BRUZUALProyecto: VIVIENDA MULTIFAMILIARCalculista: ING. EDGAR BRUZUAL CIV: 16.358 IP3-EDIFICIOS Versión 7.0
REACCIONES SOBRE LAS FUNDACIONES
CARGAS MAYORADAS CARGAS DE SERVICIO
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