bajada de cargas uv

UNIVERSIDAD VERACRUZANA

FACULTAD DE INGENIERÍA CIVIL REGIÓN XALAPA

“Análisis y diseño estructural de un edificio de 5 niveles“

MEMORIA

QUE PARA OBTENER EL TÍTULO DE

INGENIERO CIVIL

PRESENTA

Huesca Salazar Tito Ricardo

DIRECTOR

Ing. David Hernández Santiago

Xalapa Enríquez Veracruz 2013

Índice

Memoria de calculo

Análisis de carga ………………………….……………………………….4

Escalera…………………………………….…………………………………..6

Bajada de cargas……………………………….…………………………..8

Cimentación………………………………………….…………..…………14

Cajón de ascensor………………………………….…………………….18

Análisis sísmico-estático……………………………...……………….21

Cargas a colocar en Ram Advanse 9.5…………….………..…..37

Calculo de trabes …………………….…………………….……..………40

Calculo de columnas………………………….………………..….…….47

Calculo de losas…………………………………………..………….…….49

Calculo de rampa de escalera……………………..……….………..51

Anexos………………………………………………………..…….…………..53

Memoria de cálculo

Análisis de carga

PROPUESTA ESTRUCTURAL

SECCION TRABES

*L (cm) = 700.00 cm h(cm) = 50.00 cm b (cm)= 25.00 cm

*b real= 30.00 cm

SECCION COLUMNAS

Propuesta columnas cuadradas

*l (cm)= 40.00 cm

ANALISIS DE CARGAS

zz

ANALISIS DE NERVADURA

Dimensiones Block Espesor de losa Espesor de nervadura

* l(m)= 0.40 m *h(m)= 0.20 m *a (m)= 0.10 m

*h(m)= 0.15 m

*b(m)= 0.20 m Analisis de losa

Concreto= 240.00 Kg

Peso de block Block= 115.20 Kg

*p(kg)= 12.00 Kg Peso de Block= 48.00 Kg

Total= 172.80 Kg

Carga de losa= 345.60 Kg/m2

Peso Volumetrico concreto

*p= 2,400.00 Kg/m3

Peso Volumetrico muro

*p= 1,500.00 Kg/m3

ANALISIS DE LOSAS DE ENTREPISO Y AZOTEA

Losa de azotea Losa de entrepiso

*Impermeabilizante= 15.00 Kg/m2 *Ceramica= 0.01 2000 20.00 Kg/m2

*Aplanado fino= 40.00 Kg/m2 *Pegamento= 0.01 2000 20.00 Kg/m2

Losa= 345.60 Kg/m2 *Apladado fino= 0.02 2000 40.00 Kg/m2

*Sobrecarga= 40.00 Kg/m2 Losa = 345.60 Kg/m2

Total= 440.60 Kg/m2 Sobrecarga= 40.00 Kg/m2

Total= 465.60 Kg/m2

Losa de baño Carga por tinaco

*Ceramica= 0.01 2000 20.00 Kg/m2 *Peso por tinaco= 60.00 Kg

*Pegamento= 0.01 2000 20.00 Kg/m2 *Peso de agua= 1,100.00 Kg

*Apladado fino= 0.02 2000 40.00 Kg/m2 Losa = 540.00 Kg

Losa = 345.60 Kg/m2 Muretes= 648.00 Kg

*Relleno= 0.13 1300 162.50 Kg/m2 Total= 2,348.00 Kg

Sobrecarga= 40.00 Kg/m2

Total= 628.10 Kg/m2

RESUMEN DE CARGAS

Losa de azotea= 440.60 Kg/m2

Losa de entrepiso= 465.60 Kg/m2

Losa de baño= 628.10 Kg/m2

Carga por tinaco= 2,348.00 Kg

CARGAS VIVAS

Azotea Entrepiso

*p= 100.00 Kg/m2 *p= 250.00 Kg/m2

Escalera

ANALISIS DE ESCALERA

DIMENSIONES DE ESCALERA

*Peralte= 0.18 m Analisando tres escalones se tiene que:

*Huella= 0.25 m a= 0.54 m

*Ancho= 1.40 m b= 0.75 m

0.25 m hi= 0.92 m

0.18 m

Analisis de carga de escalera

*Ceramica= 0.01 2000 20.00 Kg/m2

*Pegamento= 0.01 2000 20.00 Kg/m2

*Aplanado= 0.02 2000 40.00 Kg/m2

Forjado 0.07 2400 175.29 Kg/m2

*Losa 0.1 2400 240.00 Kg/m2

*Sobrecarga 40.00 Kg/m2

Total= 535.29 Kg/m2

CARGA DE ESCALERA

*Area de escalera= 11.00 m2 *Carga Viva escalera= 500.00 Kg/m2

Peso por m2= 535.29 Kg/m2 Reglamento

Peso CM (kg)= 5,888.21 Kg

Peso CV (Kg)= 5,500.00 Kg

Bajada de cargas

BAJADA DE CARGAS

Trabes

Columna Trabe tipo Volumen (m3)

D1 Estandar 0.30 m 0.50 m 7.00 m 1.05 m3 2,400.00 Kg/m3 2,520.00 Kg





C1 Estandar 0.30 m 0.50 m 10.50 m 1.58 m3 2,400.00 Kg/m3 3,780.00 Kg

secundaria 0.30 m 0.50 m 3.50 m 0.53 m3 2,400.00 Kg/m3 1,260.00 Kg


secundaria 0.30 m 0.50 m 3.50 m 0.53 m3 2,400.00 Kg/m3 1,260.00 Kg




B1 Estandar 0.30 m 0.50 m 10.50 m 1.58 m3 2,400.00 Kg/m3 3,780.00 Kg

Secundaria 0.30 m 0.50 m 3.50 m 0.53 m3 2,400.00 Kg/m3 1,260.00 Kg

Secundaria 0.30 m 0.50 m 1.37 m 0.21 m3 2,400.00 Kg/m3 493.20 Kg


Secundaria 0.30 m 0.50 m 3.50 m 0.53 m3 2,400.00 Kg/m3 1,260.00 Kg

Secundaria 0.30 m 0.50 m 1.37 m 0.21 m3 2,400.00 Kg/m3 493.20 Kg




A1 Estandar 0.30 m 0.50 m 9.20 m 1.38 m3 2,400.00 Kg/m3 3,312.00 Kg





Columnas

Columna Volumen (m3)





















b

(m)

h

(m)

L

(m)

Peso

volumetrico

(Kg/m3)

Peso

total (Kg)

Tipo de

columna

Lado 1

(m)

Lado 2

(m)

L

(m)

Peso

volumetrico

(Kg/m3)

Peso

(Kg)

Losa Entrepiso

Columna Tipo de losa

D1 Baño 3.50 m 3.50 m 12.25 m2 628.10 Kg/m2 0.00 Kg 7,694.23 Kg


D3 Entrepiso 7.00 m 3.50 m 24.50 m2 465.60 Kg/m2 0.00 Kg 11,407.20 Kg



C1 Baño 3.50 m 7.00 m 15.40 m2 628.10 Kg/m2 0.00 Kg 9,672.74 Kg


Entrepiso 7.00 m 3.30 m 14.00 m2 628.10 Kg/m2 0.00 Kg 8,793.40 Kg

C3 Entrepiso 7.00 m 7.00 m 49.00 m2 465.60 Kg/m2 0.00 Kg 22,814.40 Kg



B1 Entrepiso 3.50 m 7.00 m 19.70 m2 465.60 Kg/m2 22,776.41 Kg 31,948.73 Kg


B2 Entrepiso 7.00 m 7.00 m 44.20 m2 465.60 Kg/m2 22,776.41 Kg 43,355.93 Kg

B3 Entrepiso 7.00 m 7.00 m 49.00 m2 465.60 Kg/m2 0.00 Kg 22,814.40 Kg



A1 Entrepiso 4.70 m 5.70 m 26.79 m2 465.60 Kg/m2 0.00 Kg 12,473.42 Kg





Losa Entrepiso (Carga viva)




















Lado 1

(m)

Lado 2

(m)

Area

(m2)

Peso por m2

(Kg/m2)

Sobrecarga (Kg)

Peso

(Kg)

Lado 1

(m)

Lado 2

(m)

Area

(m2)

Peso por m2

(Kg/m2)

Sobrecarga (Kg)

Peso

(Kg)





Losa Azotea


D1 Azotea 3.50 m 3.50 m 12.25 m2 440.60 Kg/m2 1,174.00 Kg 6,571.35 Kg

D2 Azotea 7.00 m 3.50 m 24.50 m2 440.60 Kg/m2 1,174.00 Kg 11,968.70 Kg

D3 Azotea 7.00 m 3.50 m 24.50 m2 440.60 Kg/m2 0.00 Kg 10,794.70 Kg



C1 Azotea 3.50 m 7.00 m 21.12 m2 440.60 Kg/m2 1,174.00 Kg 10,479.47 Kg

C2 Azotea 7.00 m 7.00 m 45.62 m2 440.60 Kg/m2 1,174.00 Kg 21,274.17 Kg

C3 Azotea 7.00 m 7.00 m 49.00 m2 440.60 Kg/m2 0.00 Kg 21,589.40 Kg



B1 Azotea 3.50 m 7.00 m 19.71 m2 440.60 Kg/m2 0.00 Kg 8,682.02 Kg

B2 Azotea 7.00 m 7.00 m 44.21 m2 440.60 Kg/m2 5,694.11 Kg 25,170.83 Kg




A1 Azotea 4.70 m 5.70 m 26.79 m2 440.60 Kg/m2 0.00 Kg 11,803.67 Kg





Losa Azotea (Carga Viva)












Lado 1

(m)

Lado 2

(m)

Area

(m2)

Peso por m2

(Kg/m2)

Sobrecarga (Kg)

Peso

(Kg)

Lado 1

(m)

Lado 2

(m)

Area

(m2)

Peso por m2

(Kg/m2)

Sobrecarga (Kg)

Peso

(Kg)











Muros

Columna Longitud (m)

D1 7.00 m 3.15 m 0.15 m 3.31 m3 1,500.00 Kg/m3 0.00 Kg 4,961.25 Kg

D2 7.00 m 3.15 m 0.15 m 3.31 m3 1,500.00 Kg/m3 0.00 Kg 4,961.25 Kg

3.50 m 0.80 m 0.15 m 0.42 m3 1,500.00 Kg/m3 0.00 Kg 630.00 Kg

D3 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

D4 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

D5 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

C1 3.50 m 3.15 m 0.15 m 1.65 m3 1,500.00 Kg/m3 0.00 Kg 2,480.63 Kg

7.00 m 1.45 m 0.15 m 1.52 m3 1,500.00 Kg/m3 0.00 Kg 2,283.75 Kg

C2 0.00 m 0.00 m 0.15 m 0.00 m3 1,500.00 Kg/m3 0.00 Kg 0.00 Kg

7.00 m 1.45 m 0.15 m 1.52 m3 1,500.00 Kg/m3 3.00 Kg 2,286.75 Kg

C3 0.00 m 0.00 m 0.15 m 0.00 m3 1,500.00 Kg/m3 0.00 Kg 0.00 Kg

C4 0.00 m 0.00 m 0.15 m 0.00 m3 1,500.00 Kg/m3 0.00 Kg 0.00 Kg

C5 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

B1 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

7.00 m 1.45 m 0.15 m 1.52 m3 1,500.00 Kg/m3 0.00 Kg 2,283.75 Kg

B2 0.00 m 0.00 m 0.15 m 0.00 m3 1,500.00 Kg/m3 0.00 Kg 0.00 Kg

7.00 m 1.45 m 0.15 m 1.52 m3 1,500.00 Kg/m3 0.00 Kg 2,283.75 Kg

B3 0.00 m 0.00 m 0.15 m 0.00 m3 1,500.00 Kg/m3 0.00 Kg 0.00 Kg

B4 0.00 m 0.00 m 0.15 m 0.00 m3 1,500.00 Kg/m3 0.00 Kg 0.00 Kg

B5 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

A1 10.50 m 0.80 m 0.15 m 1.26 m3 1,500.00 Kg/m3 0.00 Kg 1,890.00 Kg

A2 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

A3 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

A4 7.00 m 0.80 m 0.15 m 0.84 m3 1,500.00 Kg/m3 0.00 Kg 1,260.00 Kg

A5 9.20 m 0.80 m 0.15 m 1.10 m3 1,500.00 Kg/m3 0.00 Kg 1,656.00 Kg

Ventanas

Columna Longitud (m) Area (m2)

D1 7.00 m 0.00 m 0.01 m 0.00 m2 50.00 Kg/m2 0.00 Kg 0.00 Kg

D2 7.00 m 2.35 m 0.01 m 16.45 m2 50.00 Kg/m2 0.00 Kg 822.50 Kg

D3 7.00 m 2.35 m 0.01 m 16.45 m2 50.00 Kg/m2 0.00 Kg 822.50 Kg

D4 7.00 m 2.35 m 0.01 m 16.45 m2 50.00 Kg/m2 0.00 Kg 822.50 Kg

D5 7.00 m 2.35 m 0.01 m 16.45 m2 50.00 Kg/m2 0.00 Kg 822.50 Kg

Altura

(m)

Grosor

(m)

Volumen

(m3)

Peso por m3

(Kg/m3)

Sobrecarga (Kg)

Peso

(Kg)

Altura

(m)

Grosor

(m)

Peso por m2

(Kg/m2)

Sobrecarga (Kg)

Peso

(Kg)

C1 3.50 m 0.00 m 0.01 m 0.00 m2 50.00 Kg/m2 0.00 Kg 0.00 Kg

C2 0.00 m 0.00 m 0.01 m 0.00 m2 50.00 Kg/m2 0.00 Kg 0.00 Kg

C3 0.00 m 0.00 m 0.01 m 0.00 m2 50.00 Kg/m2 0.00 Kg 0.00 Kg

C4 0.00 m 0.00 m 0.01 m 0.00 m2 50.00 Kg/m2 0.00 Kg 0.00 Kg

C5 7.00 m 2.35 m 0.01 m 16.45 m2 50.00 Kg/m2 0.00 Kg 822.50 Kg

B1 5.70 m 2.35 m 0.01 m 13.40 m2 50.00 Kg/m2 0.00 Kg 669.75 Kg

B2 0.00 m 0.00 m 0.01 m 0.00 m2 50.00 Kg/m2 0.00 Kg 0.00 Kg

B3 0.00 m 0.00 m 0.01 m 0.00 m2 50.00 Kg/m2 0.00 Kg 0.00 Kg

B4 0.00 m 0.00 m 0.01 m 0.00 m2 50.00 Kg/m2 0.00 Kg 0.00 Kg

B5 7.00 m 2.35 m 0.01 m 16.45 m2 50.00 Kg/m2 0.00 Kg 822.50 Kg

A1 10.50 m 2.35 m 0.01 m 24.68 m2 50.00 Kg/m2 0.00 Kg 1,233.75 Kg

A2 7.00 m 0.80 m 0.01 m 5.60 m2 50.00 Kg/m2 0.00 Kg 280.00 Kg

A3 7.00 m 0.80 m 0.01 m 5.60 m2 50.00 Kg/m2 0.00 Kg 280.00 Kg

A4 7.00 m 0.80 m 0.01 m 5.60 m2 50.00 Kg/m2 0.00 Kg 280.00 Kg

A5 9.20 m 2.35 m 0.01 m 21.62 m2 50.00 Kg/m2 0.00 Kg 1,081.00 Kg

RESUMEN DE CARGAS

D1 94,277.50 Kg 94.28 Ton

D2 154,339.25 Kg 154.34 Ton

D3 115,584.00 Kg 115.58 Ton

D4 118,734.00 Kg 118.73 Ton

D5 70,747.25 Kg 70.75 Ton

C1 118,602.31 Kg 118.60 Ton

C2 176,118.42 Kg 176.12 Ton

C3 197,995.00 Kg 198.00 Ton

C4 197,995.00 Kg 198.00 Ton

C5 118,734.00 Kg 118.73 Ton

B1 333,631.81 Kg 333.63 Ton

B2 298,647.80 Kg 298.65 Ton

B3 197,995.00 Kg 198.00 Ton

B4 197,995.00 Kg 198.00 Ton

B5 118,734.00 Kg 118.73 Ton

A1 129,393.12 Kg 129.39 Ton

A2 162,139.30 Kg 162.14 Ton

A3 162,139.30 Kg 162.14 Ton

A4 162,139.30 Kg 162.14 Ton

A5 98,698.65 Kg 98.70 Ton

Cimentación

PROPUESTA DE DIMENSIONES

1 2 3 4 5

D 94.28 Ton 154.34 Ton 115.58 Ton 118.73 Ton 70.75 Ton

C 118.60 Ton 176.12 Ton 198.00 Ton 198.00 Ton 118.73 Ton

B 333.63 Ton 298.65 Ton 198.00 Ton 198.00 Ton 118.73 Ton

A 129.39 Ton 162.14 Ton 162.14 Ton 162.14 Ton 98.70 Ton

Carga total 3,224.64 Ton

Dimensiones contratrabe Datos sobre suelo y otros

*h= 0.70 m *Carga resistente= 13.00 Ton/m2

*b= 0.30 m *Peso volumetrico ( )=ɤ 1.50 Ton/m3

*Profundidad de desplante= 1.60 m

Dimensiones dado (Cuadrado) *Longitud zapata= 217.00 m

*L= 0.50 m *Peso vol. Concreto= 2.40 Ton/m3

H. zapatas

*H1= 0.30 m

*H2= 0.15 m

ANALISIS

Datos Ancho de zapata

Peso propio dados= 15.60 Ton Area= 343.34 m2

Carga total= 3,240.24 Ton Ancho= 1.58 m

Peso propio zapara= 0.54 Ton/m2

Peso propio suelo= 2.06 Ton/m21.60 m

Peso propio contratrabe= 0.96 Ton/m2

WP= 3.56 Ton/m2

QN= 9.44 Ton/m2

ACERO DE REFUERZO

En zapata

Dimension de dado (cuadrado) Brazo de palanca

L= 0.50 m L= 0.55 m

Base de zapata Esfuerzo de fluencia acero

L= 1.60 m *F´y= 4,200.00 Kg/cm2

Qn Esfuerzo de compresion de concreto

p= 9.44 Ton/m2 *F´c= 250.00 Kg/cm2

1.43 Ton-m

Datos

*h= 0.30 m

*d= 22.50 m

*z= 20.00 m

Primer tanteo

As= 1.89 20.00 Cm2 < 22.31 Cm2 Separacion de varillas

a= 0.37 ok Vs No 4 1.27 Cm2 21.71 cm

z= 22.31 Asmin= 5.85 Cm2 Vs No 5 2.85 Cm2 48.72 cm

En contratrabe

Dimension de claros Ancho de zapata

*Sentido horizontal= 7.00 m L= 1.60 m

*Sentido vertical= 7.00 m

Datos Esfuerzo de fluencia de acero

Qn= 9.44 Ton/m2 F´y= 4,200.00 Kg/cm2

Wp= 15.10 Ton

Seccion de contratrabe Esfuerzo de compresion de concreto

*h= 70.00 cm F´c= 250.00 Kg/cm2

*b= 30.00 cm

Analisis

*h= 70.00 cm

61.66 Ton-m 30.83 Ton-m *d= 65.00 cm

*Z= 60.00 cm

Primer tanteo

As= 27.19 Cm2

a= 17.91 56.04 cm < 60.00 cm

z= 56.04

Segundo tanteo

As= 29.10 Cm2

a= 19.18 55.41 cm < 60.00 cm

z= 55.41

Tercer tanteo

As= 29.44 Cm2

a= 19.39 55.30 cm < 60.00 cm

z= 55.3

Cuarto tanteo

As= 29.50 Cm2

a= 19.43 55.28 cm < 60.00 cm

z= 55.28

Refuerzo de acero

Asmin= 6.44 Cm2

As= 29.50 Cm2

Vs Vs

OK Vs No 8 5.07 Cm2 5.82 Cm2 1.27 Cm2

Cajón de ascensor

CAJON DE ASCENSOR

Area seccion transversal Volumen cajon Peso total

*A= 1.30 m2 v= 30.92 m3 p= 76,468.00 Kg

76.47 Ton

Altura de cajon Peso Volumetrico concreto

*h= 23.00 m *p= 2,400.00 Kg/m3 Area de cimentacion

*A= 6.80 m2

Volumen tapa Carga por cajon

*v= 1.02 m3 P= 74,208.00 Kg Carga

p= 11.25 Ton/m2

Peso de elevador Capacidad de elevador

*p= 1,000.00 Kg *c= 14.00 Personas Resistencia del suelo

p= 13.00 Ton/m2

Peso por persona Peso de personas

*p= 90.00 Kg *p= 1,260.00 Kg

OK

Acero de refuerzo

Para losa de cimentacion

Grosor de Losa propuesto Revision de acero minimo

*h= 0.25 m

Longitud

Dimensiones L= 2.60 m

*L1= 2.60 m

*L2= 2.60 m Separacion de refuerzo

*L= 0.25 m

Asmin= 10.40 Cm2 Varillas según hacer minimo

Vs= 3.65

Area transversal varilla No. 6

a= 2.85 Cm2 Varillas según separacion

Vs= 10.4

OkVs No 6 a cada 25 cm en ambos

sentidos con doble armado

Ok

Acero de refuerzo en cajon de ascensor

Considerando pared lateral para el analisis

Longitud de base Revision de acero minimo

*L= 2.60 m

Longitud

Asmin= 6.50 Cm2 L= 2.60 m

Area transversal varilla No. 6 Separacion de refuerzo

a= 2.85 Cm2 *L= 0.25 m

Varillas según hacer minimo

OkVs= 2.28

Varillas según separacion

Vs= 10.4


Vs No 6 a cada 25 cm en ambos


Análisis sísmico-estático

ANALISIS SISMICO-ESTATICO

Azotea Entrepiso

CV= 100.00 Ton/m2 CV= 250.00 Ton/m2

CM= 440.60 Ton/m2 CM= 465.60 Ton/m2

CS= 540.60 Ton/m2 CS= 715.60 Ton/m2

Carga azotea= 317,872.80 Kg Carga azotea= 420,772.80 Kg

317.87 Ton 420.77 Ton

El coeficiente Qn resulta el mismo en ambas direcciones debido a que el soporte se da solo por parcos rigidos

Qx= 4 Qy= 4

a)Obtenicion de coeficiente de cortante de Basal

Cs=c/Q Datos obtenidos de libro diseño estructural edicion actual

Qo= 0.04

Csx= 3.5 c= 0.14

T1= 0.2

T2= 0.6

Csy= 3.5 r= 0.5

b)Estimacion de periodo para ambos sentidos

H= 19.61 m

T= 0.75 s

Ct es .o8 para concreto

12.18 Vx=CsW= 67.79 Ton

Se aplicara una reduccion del coeficiente sismico debido a que el Cs en ambo sentidos no queda dentro de los valores de

T1 y T2

Cs=a0+(c-a0)(T/T1)= 0.03 Vy=CsW= 67.79 Ton

C)Determinacion de fuerzas en entrepiso

Nivel Altura Peso Wihi

Direccion x Direccion y

Fi Vi Fi Vi

5 19.61 m 317.87 Ton 6,233.43 Ton-m 18.34 Ton 18.34 Ton 18.34 Ton 18.34 Ton





0 Suma 2,000.95 Ton 23,038.98 Ton-m 67.79 Ton 67.79 Ton

Para nivel cinco

Columna Ic= 213,333.33 Cm4 kc= 554.11 Cm3

Seccion 40

Longitud 385

Vigas Ic= 312,500.00 Cm4 kv= 446.43 Cm3

Seccion 30

50

Longitud 700

Rd=Rc=Rb=Ra

Rg1= 0.09

R1=R2=R3=R4=R5

Rg2= 0.08

Coordenadas de centro de torcion consideradas

Xm= 14.00 m Ym= 10.50 m

Xt= 14.00 m Yt= 10.50 m

OK OK

Exentricidad calculada

Ecx= 0.00 m Ecy= 0.00 m

Exentricidad de diseño

Ex= 2.80 m Ey= 2.10 m

Cortante en nivel

Vx= 18.34 Ton Vy= 18.34 Ton

Momentos torsionantes

Mtx= 38.52 Ton-m Mty= 51.36 Ton-m

Fuerza cortante

Vix= 52.16 rix Viy= 45.82 riy

Eje Rix Yi RixYi Cortante directo Yit RixYit RixY2it

Cortante por torsion Cortante total

x+.3yx y x y

D 0.09 21 1.85 4.59 10.5 0.92 9.69 0.59 0.78 5.17 0.78 5.4

C 0.09 14 1.23 4.59 3.5 0.31 1.08 0.2 0.26 4.78 0.26 4.86

B 0.09 7 0.62 4.59 -3.5 -0.31 1.08 -0.2 -0.26 4.39 -0.26 4.31

A 0.09 0 0 4.59 -10.5 -0.92 9.69 -0.59 -0.78 4 -0.78 3.77

Suma 0.35 18.34 21.54

Eje Riy Xi RiyXi Cortante directo Xit RiyXit RiyX2it


x+.3yx y x y

1 0.08 0 0 3.67 -14 -1.12 15.69 -0.71 -0.95 2.96 -0.95 2.67

2 0.08 7 0.56 3.67 -7 -0.56 3.92 -0.36 -0.47 3.31 -0.47 3.17

3 0.08 14 1.12 3.67 0 0 0 0 0 3.67 0 3.67

4 0.08 21 1.68 3.67 7 0.56 3.92 0.36 0.47 4.02 0.47 4.17

5 0.08 28 2.24 3.67 14 1.12 15.69 0.71 0.95 4.38 0.95 4.66

Suma 0.4 18.34 39.23

Sumatoria= 60.77

Para nivel cuatro


Seccion 40

Longitud 385

Vigas Ic= 312,500.00 Cm4 kv= 446.43 Cm3

Seccion 30

50

Longitud 700

Rd=Rc=Rb=Ra

Rg1= 0.09

R1=R2=R3=R4=R5

Rg2= 0.07


Xm= 14.00 m Ym= 10.50 m

Xt= 14.00 m Yt= 10.50 m

OK OK


Ecx= 0.00 m Ecy= 0.00 m


Ex= 2.80 m Ey= 2.10 m

Cortante en nivel

Vx= 37.86 Ton Vy= 37.86 Ton



Fuerza cortante

Vix= 107.66 rix Viy= 112.02 riy



x+.3y

Eje Rix Yi RixYi Cortante directo Yit RixYit RixY2it x y x y x+.3y

D 0.09 21 1.85 9.46 10.5 0.92 9.69 1.34 1.79 10.81 1.79 11.34

C 0.09 14 1.23 9.46 3.5 0.31 1.08 0.45 0.6 9.91 0.6 10.09

B 0.09 7 0.62 9.46 -3.5 -0.31 1.08 -0.45 -0.6 9.02 -0.6 8.84

A 0.09 0 0 9.46 -10.5 -0.92 9.69 -1.34 -1.79 8.12 -1.79 7.58

Suma 0.35 37.86 21.54



x+.3yx y x y

1 0.07 0 0 7.57 -14 -0.95 13.25 -1.38 -1.84 6.19 -1.84 5.64

2 0.07 7 0.47 7.57 -7 -0.47 3.31 -0.69 -0.92 6.88 -0.92 6.61

3 0.07 14 0.95 7.57 0 0 0 0 0 7.57 0 7.57

4 0.07 21 1.42 7.57 7 0.47 3.31 0.69 0.92 8.26 0.92 8.53

5 0.07 28 1.89 7.57 14 0.95 13.25 1.38 1.84 8.95 1.84 9.5

Suma 0.34 37.86 33.12

Sumatoria= 54.66

Para nivel tres


Seccion 40

Longitud 385

Vigas Ic= 312,500.00 Cm4 kv= 446.43 Cm3

Seccion 30

50

Longitud 700

Rd=Rc=Rb=Ra

Rg1= 0.09

R1=R2=R3=R4=R5

Rg2= 0.07


Xm= 14.00 m Ym= 10.50 m

Xt= 14.00 m Yt= 10.50 m

OK OK


Ecx= 0.00 m Ecy= 0.00 m


Ex= 2.80 m Ey= 2.10 m

Cortante en nivel

Vx= 52.60 Ton Vy= 52.60 Ton



Fuerza cortante

Vix= 149.59 rix Viy= 155.66 riy



x+.3yx y x y

D 0.09 21 1.85 13.15 10.5 0.92 9.69 1.87 2.49 15.02 2.49 15.76

C 0.09 14 1.23 13.15 3.5 0.31 1.08 0.62 0.83 13.77 0.83 14.02

B 0.09 7 0.62 13.15 -3.5 -0.31 1.08 -0.62 -0.83 12.53 -0.83 12.28

A 0.09 0 0 13.15 -10.5 -0.92 9.69 -1.87 -2.49 11.28 -2.49 10.54

Suma 0.35 52.6 21.54



x+.3yx y x y

1 0.07 0 0 10.52 -14 -0.95 13.25 -1.91 -2.55 8.61 -2.55 7.84

2 0.07 7 0.47 10.52 -7 -0.47 3.31 -0.96 -1.27 9.56 -1.27 9.18

3 0.07 14 0.95 10.52 0 0 0 0 0 10.52 0 10.52

4 0.07 21 1.42 10.52 7 0.47 3.31 0.96 1.27 11.48 1.27 11.86

5 0.07 28 1.89 10.52 14 0.95 13.25 1.91 2.55 12.43 2.55 13.2

Suma 0.34 52.6 33.12

Sumatoria= 54.66

Para nivel dos


Seccion 40 kc2= 506.73 Cm3

Longitud 385

Longitud 2 421

Vigas Ic= 312,500.00 Cm4 kv= 446.43 Cm3

Seccion 30

50

Longitud 700

Rd=Rc=Rb=Ra

Rg1= 0.09

R1=R2=R3=R4=R5

Rg2= 0.07


Xm= 14.00 m Ym= 10.50 m

Xt= 14.00 m Yt= 10.50 m

OK OK


Ecx= 0.00 m Ecy= 0.00 m


Ex= 2.80 m Ey= 2.10 m

Cortante en nivel

Vx= 62.58 Ton Vy= 62.58 Ton



Fuerza cortante




x+.3yx y x y

D 0.09 21 1.82 15.65 10.5 0.91 9.56 2.22 2.96 17.87 2.96 18.75

C 0.09 14 1.21 15.65 3.5 0.3 1.06 0.74 0.99 16.39 0.99 16.68

B 0.09 7 0.61 15.65 -3.5 -0.3 1.06 -0.74 -0.99 14.91 -0.99 14.61

A 0.09 0 0 15.65 -10.5 -0.91 9.56 -2.22 -2.96 13.43 -2.96 12.54

Suma 0.35 62.58 21.24



x+.3yx y x y

1 0.07 0 0 12.52 -14 -0.93 13.06 -2.27 -3.03 10.24 -3.03 9.33

2 0.07 7 0.47 12.52 -7 -0.47 3.26 -1.14 -1.52 11.38 -1.52 10.92

3 0.07 14 0.93 12.52 0 0 0 0 0 12.52 0 12.52

4 0.07 21 1.4 12.52 7 0.47 3.26 1.14 1.52 13.65 1.52 14.11

5 0.07 28 1.87 12.52 14 0.93 13.06 2.27 3.03 14.79 3.03 15.7

Suma 0.33 62.58 32.64

Sumatoria= 53.88

Para nivel uno


Seccion 40 kc2= 506.73 Cm3

Longitud 385

Longitud 2 421

Vigas Ic= 312,500.00 Cm4 kv= 446.43 Cm3

Seccion 30

50

Longitud 700

Rd=Rc=Rb=Ra

Rg1= 0.1

R1=R2=R3=R4=R5

Rg2= 0.08


Xm= 14.00 m Ym= 10.50 m

Xt= 14.00 m Yt= 10.50 m

OK OK


Ecx= 0.00 m Ecy= 0.00 m


Ex= 2.80 m Ey= 2.10 m

Cortante en nivel

Vx= 67.79 Ton Vy= 67.79 Ton



Fuerza cortante




x+.3yx y x y

D 0.1 21 2.15 16.95 10.5 1.07 11.26 2.39 3.18 19.33 3.18 20.29

C 0.1 14 1.43 16.95 3.5 0.36 1.25 0.8 1.06 17.74 1.06 18.06

B 0.1 7 0.72 16.95 -3.5 -0.36 1.25 -0.8 -1.06 16.15 -1.06 15.84

A 0.1 0 0 16.95 -10.5 -1.07 11.26 -2.39 -3.18 14.56 -3.18 13.61

Suma 0.41 67.79 25.03



x+.3yx y x y

1 0.08 0 0 13.56 -14 -1.11 15.6 -2.48 -3.3 11.08 -3.3 10.09

2 0.08 7 0.56 13.56 -7 -0.56 3.9 -1.24 -1.65 12.32 -1.65 11.82

3 0.08 14 1.11 13.56 0 0 0 0 0 13.56 0 13.56

4 0.08 21 1.67 13.56 7 0.56 3.9 1.24 1.65 14.8 1.65 15.29

5 0.08 28 2.23 13.56 14 1.11 15.6 2.48 3.3 16.04 3.3 17.03

Suma 0.4 67.79 39

Sumatoria= 64.03

Resumen por nivel

Eje horizontal Eje vertical

Nivel 1 2 3 4 5 D C B A

5 2.67 Ton 3.17 Ton 3.67 Ton 4.17 Ton 4.66 Ton 5.40 Ton 4.86 Ton 4.31 Ton 3.77 Ton





Cargas a colocar en Ram Advanse 9.5

Cargas sobre miembros en Ram Advanse

Losas Cm Cv

Entrepiso 465.6 250

Azotea 440.6 100

Baño 628.1 250

Cargas por muros de 3.15 m de altura

Cdm= 1500x.15x7x3.15= 4961.3 kg = .7 ton/m

7 7

Cargas por muros de .80 m de altura (Distribuida)

Cdm= 1500x.15x7x.8= 1260 kg = .18 ton/m

7 7

Cargas por muros de .80 m de altura (Puntuales)

Centrales= .18X7= 1.26 ton

Lateral derecha= (1.5+3.5)x1.8= .9 ton

Lateral izquierda 1= (1.5+2.2+7)x.18= 1.93 ton

Lateral izquierda 2= (3.5+2.2)x.18= 1.03 ton

Cargas por ventanas de 2.35 m de altura (Distribuida)

Cpv= 7x2.35x50 = 822.5 = .118 ton/m

7 7

Cargas por ventanas de 2.35 m de altura (Puntuales)

Centrales= 7x.12= .84 ton

Lateral derecha= 3.5x.12= .5 ton

Lateral izquierda 1= 12.7x.12= 1.52 ton

Lateral izquierda 2= 5.7x.12= .69 ton

Cargas en nudos de zona de tinacos (Puntuales)

Cpt=1174 kg por nudo

Carga por escalera

Cpe= 6.7 ton/m por apollo

Carga por cubierta de cajon de ascensor

Cpc= 5694.11 kg

Calculo de trabes

Nivel 1

Eje 5 Eje 5

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección

( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 15.98 Ton -m 30 x 50 Centro

( + ) = 14.31 Ton -m 30 x 50

( + ) = 22.4 Ton -m 30 x 50

Vu= 6.45 Ton 30 x 50

Vu= 20.44 Ton 30 x 50

Vu= 19.1 Ton 30 x 50

Vu= 21.22 Ton 30 x 50

( - ) = 7.57 Ton -m ( - ) = 45.06 Ton -m ( - ) = 39.04 Ton -m ( - ) = 43.31 Ton -m Uu= 4.78 kg/cm2 Uu= 15.14 kg/cm2 Uu= 14.15 kg/cm2 Uu= 15.72 kg/cm2

Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero

h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2

d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2

z = 40 cm z = 40 cm z = 40 cm z = 40 cm z = 40 cm L= 180 z = 40 cm L= 660 z = 40 cm L= 660 z = 40 cm L= 660

As = 0 As = 5.01 As = 10.57 As = 29.8 As = 9.46 As = 25.82 As = 14.81 As = 28.64 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a = 3.3 a = 6.96 a = 19.63 a = 6.24 a = 17.01 a = 9.76 a = 18.87 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 8

z = 45 z = 43.35 z = 41.52 z = 35.18 z = 41.88 z = 36.49 z = 40.12 z = 35.56 S= 28 ESc= 8.18 8 S= 9 ^LSc= 10 10 S= 9 ^LSc= 10 10 S= 8 ^LSc= 11.25 12

As mín = 4.46 As mín = 4.46 As mín = 4.46 As mín = 4.46 S= 12.49 LScT= 88 S= 12.49 LScT= 90 S= 12.49 LScT= 90 S= 12.49 LScT= 96

Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 S= 20 LscTt= 93 S= 20 LscTt= 95 S= 20 LscTt= 95 S= 20 LscTt= 101

N° Vs ( + ) = 0 N° Vs ( - ) = 1 N° Vs ( + ) = 2 N° Vs ( - ) = 6 N° Vs ( + ) = 2 N° Vs ( - ) = 5 N° Vs ( + ) = 3 N° Vs ( - ) = 6 S= 23 Smax= 22.5 20 S= 23 .Smax= 22.5 20 S= 23 .Smax= 22.5 20 S= 23 .Smax= 22.5 20

S= 11.25 s= 11.25 Vsmax= 6.63 s= 11.25 Vsmax= 6.63 s= 11.25 Vsmax= 6.63

^Lvsmax= 144.43 150 ^Lvsmax= 154.56 160 ^Lvsmax= 139.12 140

1 @ 5 1 @ 5 Lt= 240 1 @ 5 Lt= 250 1 @ 5 Lt= 236

8 @ 11 10 @ 9 .Lr= 90 90 10 @ 9 .Lr= 50 50 12 @ 8 .Lr= 94 94

4.35 @ 20 6 @ 15 3.33 @ 15 6.27 @ 15

7.25 @ 20 9.25 @ 20 6.75 @ 20

87 180 145 185 185 145 135 195

Nivel 1

Eje 4 Eje 4


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 15.46 Ton -m 30 x 50 Centro

( + ) = 14.74 Ton -m 30 x 50

( + ) = 21.9 Ton -m 30 x 50

Vu= 8.71 Ton 30 x 50

Vu= 25.63 Ton 30 x 50

Vu= 24.5 Ton 30 x 50

Vu= 26.79 Ton 30 x 50








z = 45 z = 42.72 z = 41.63 z = 34.21 z = 41.79 z = 35.28 z = 40.23 z = 34.31 S= 21 ESc= 8.18 9 S= 7 ^LSc= 12.86 13 S= 7 ^LSc= 12.86 13 S= 7 ^LSc= 12.86 13



N° Vs ( + ) = 0 N° Vs ( - ) = 1 N° Vs ( + ) = 2 N° Vs ( - ) = 6 N° Vs ( + ) = 2 N° Vs ( - ) = 6 N° Vs ( + ) = 3 N° Vs ( - ) = 6 S= 23 Smax= 22.5 20 S= 23 .Smax= 22.5 20 S= 23 .Smax= 22.5 20 S= 23 Smax= 22.5 25

S= 11.25 s= 11.25 Vsmax= 6.63 s= 11.25 Vsmax= 6.63 s= 11.25 .Vsmax= 5.3


1 @ 5 1 @ 5 Lt= 211 1 @ 5 Lt= 211 1 @ 5 Lt= 181

9 @ 11 13 @ 7 .Lr= 119 119 13 @ 7 .Lr= 119 119 13 @ 7 .Lr= 149 149

3.8 @ 20 7.93 @ 15 7.93 @ 15 9.93 @ 15

5.75 @ 20 5.75 @ 20 3.4 @ 25

76 180 115 215 115 215 85 245

Nivel 1

Eje 3 Eje 3


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 14.96 Ton -m 30 x 50 Centro

( + ) = 14.33 Ton -m 30 x 50

( + ) = 21.22 Ton -m 30 x 50

Vu= 8.71 Ton 30 x 50

Vu= 25.26 Ton 30 x 50

Vu= 24.18 Ton 30 x 50

Vu= 26.5 Ton 30 x 50








z = 45 z = 42.72 z = 41.74 z = 34.51 z = 41.88 z = 35.52 z = 40.38 z = 34.58 S= 21 ESc= 8.18 9 S= 7 ÊSc= 12.86 13 S= 7 ^LSc= 12.86 13 S= 7 ^LSc= 12.86 14






1 @ 5 1 @ 5 Lt= 211 1 @ 5 Lt= 221 1 @ 5 Lt= 218

9 @ 11 13 @ 7 .Lr= 119 119 13 @ 7 .Lr= 109 109 14 @ 7 .Lr= 112 112

3.8 @ 20 7.93 @ 15 7.27 @ 15 7.47 @ 15

5.75 @ 20 6.25 @ 20 5.75 @ 20

76 180 115 215 125 205 115 215

Nivel 1

Eje 2 Eje 2

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección

( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 13.07 Ton -m 30 x 50 Centro

( + ) = 0 Ton -m 30 x 50

( + ) = 20 Ton -m 30 x 50

( + ) = 20 Ton -m 30 x 50

( + ) = 22.63 Ton -m 30 x 50

Vu= 8.71 Ton 30 x 50

Vu= 24.42 Ton 30 x 50

Vu= 35.04 Ton 30 x 50

Vu= 31.4 Ton 30 x 50

( - ) = 10.48 Ton -m ( - ) = 45.93 Ton -m ( - ) = 52.48 Ton -m ( - ) = 1.40 Ton -m ( - ) = 8.00 Ton -m ( - ) = 53.81 Ton -m Uu= 6.45 kg/cm2 Uu= 18.09 kg/cm2 Uu= 25.96 kg/cm2 Uu= 23.26 kg/cm2

Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero Cálculo de Acero

h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2

d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2

z = 40 cm z = 40 cm z = 40 cm z = 40 cm z = 40 cm z = 40 cm z = 40 cm L= 180 z = 40 cm L= 660 z = 40 cm L= 660 z = 40 cm L= 660

As = 0 As = 6.93 As = 8.64 As = 30.38 As = 0 As = 34.71 As = 13.23 As = 0.93 As = 13.23 As = 5.29 As = 14.97 As = 35.59 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a = 4.57 a = 5.69 a = 20.01 a = 0 a = 22.87 a = 8.71 a = 0.61 a = 8.71 a = 3.49 a = 9.86 a = 23.45 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 7 S1 = av*fy*v / Uu*b Sc= 5 S1 = av*fy*v / Uu*b Sc= 6

z = 45 z = 42.72 z = 42.15 z = 34.99 z = 45 z = 33.57 z = 40.64 z = 44.69 z = 40.64 z = 43.26 z = 40.07 z = 33.28 S= 21 ESc= 8.18 9 S= 7 ÊSc= 12.86 13 S= 5 ÊSc= 18 18 S= 6 ÊSc= 15 15

As mín = 4.46 As mín = 4.46 As mín = 4.46 As mín = 4.46 As mín = 4.46 As mín = 4.46 S= 12.49 LScT= 99 S= 12.49 LScT= 91 S= 12.49 LScT= 90 S= 12.49 LScT= 90

Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 S= 20 LscTt= 104 S= 20 LscTt= 96 S= 20 LscTt= 95 S= 20 LscTt= 95

N° Vs ( + ) = 0 N° Vs ( - ) = 1 N° Vs ( + ) = 2 N° Vs ( - ) = 6 N° Vs ( + ) = 0 N° Vs ( - ) = 7 N° Vs ( + ) = 3 N° Vs ( - ) = 0 N° Vs ( + ) = 3 N° Vs ( - ) = 1 N° Vs ( + ) = 3 N° Vs ( - ) = 7 S= 23 Smax= 22.5 20 S= 23 .Smax= 22.5 20 S= 23 .Smax= 22.5 20 S= 23 Smax= 22.5 20


Separación de Estribos Separación de Estribos ^Lvsmax= 120.89 130 ^Lvsmax= 84.25 90 ^Lvsmax= 94.02 100

1 @ 5 1 @ 5 Lt= 221 1 @ 5 Lt= 180 1 @ 5 Lt= 190

9 @ 11 13 @ 7 .Lr= 109 109 18 @ 5 .Lr= 150 10 15 @ 6 .Lr= 140 140

3.8 @ 20 7.27 @ 15 0.67 @ 15 9.33 @ 15

6.25 @ 20 11.25 @ 20 4.75 @ 20

76 180 125 205 225 105 95 235

Nivel 1

Eje 1 Eje 1


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 13.98 Ton -m 30 x 50 Centro

( + ) = 0 Ton -m 30 x 50

( + ) = 14.98 Ton -m 30 x 50

( + ) = 14.98 Ton -m 30 x 50

( + ) = 19.4 Ton -m 30 x 50

Vu= 5.77 Ton 30 x 50

Vu= 23.4 Ton 30 x 50

Vu= 28.33 Ton 30 x 50

Vu= 23.93 Ton 30 x 50






As = 0 As = 3.43 As = 9.25 As = 28.58 As = 0 As = 29.46 As = 9.91 As = 4.54 As = 9.91 As = 0 As = 12.83 As = 28.97 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a = 2.26 a = 6.09 a = 18.83 a = 0 a = 19.41 a = 6.53 a = 2.99 a = 6.53 a = 0 a = 8.45 a = 19.08 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 6 S1 = av*fy*v / Uu*b Sc= 7

z = 45 z = 43.87 z = 41.95 z = 35.59 z = 45 z = 35.3 z = 41.74 z = 43.5 z = 41.74 z = 45 z = 40.77 z = 35.46 S= 31 ESc= 8.18 9 S= 8 ÊSc= 11.25 12 S= 6 ÊSc= 15 15 S= 7 ÊSc= 12.86 13






1 @ 5 1 @ 5 Lt= 226 1 @ 5 Lt= 200 1 @ 5 Lt= 221

9 @ 11 12 @ 8 .Lr= 104 104 15 @ 6 .Lr= 130 130 13 @ 7 .Lr= 109 109

3.8 @ 20 6.93 @ 15 8.67 @ 15 7.27 @ 15

6.25 @ 20 5.25 @ 20 6.25 @ 20

76 180 125 205 105 225 125 205

Nivel 1

Eje A Eje A

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección

( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 14.06 Ton -m 30 x 50 Centro

( + ) = 14.02 Ton -m 30 x 50

( + ) = 13.42 Ton -m 30 x 50

( + ) = 20.11 Ton -m 30 x 50

Vu= 7.9 Ton 30 x 50

Vu= 23.31 Ton 30 x 50

Vu= 22.51 Ton 30 x 50

Vu= 22.4 Ton 30 x 50

Vu= 24.44 Ton 30 x 50

( - ) = 8.69 Ton -m ( - ) = 45.00 Ton -m ( - ) = 41.08 Ton -m ( - ) = 41.14 Ton -m ( - ) = 44.81 Ton -m Uu= 5.85 kg/cm2 Uu= 17.27 kg/cm2 Uu= 16.67 kg/cm2 Uu= 16.59 kg/cm2 Uu= 18.10 kg/cm2


h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 h = 50 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2


z = 40 cm z = 40 cm z = 40 cm z = 40 cm z = 40 cm z = 40 cm L= 180 z = 40 cm L= 660 z = 40 cm L= 660 z = 40 cm L= 660 z = 40 cm L= 660

As = 0 As = 5.75 As = 9.3 As = 29.76 As = 9.27 As = 27.17 As = 8.88 As = 27.21 As = 13.3 As = 29.64 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a = 3.79 a = 6.13 a = 19.61 a = 6.11 a = 17.9 a = 5.85 a = 17.93 a = 8.76 a = 19.53 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 7

z = 45 z = 43.11 z = 41.94 z = 35.2 z = 41.95 z = 36.05 z = 42.08 z = 36.04 z = 40.62 z = 35.24 S= 23 ESc= 8.18 9 S= 8 ÊSc= 11.25 12 S= 8 ÊSc= 11.25 12 S= 8 ÊSc= 11.25 12 S= 7 ÊSc= 12.86 13

As mín = 4.46 As mín = 4.46 As mín = 4.46 As mín = 4.46 As mín = 4.46 S= 12.49 LScT= 99 S= 12.49 LScT= 96 S= 12.49 LScT= 96 S= 12.49 LScT= 96 S= 12.49 LScT= 91

Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 Usando Vs N° 8 S= 20 LscTt= 104 S= 20 LscTt= 101 S= 20 LscTt= 101 S= 20 LscTt= 101 S= 20 LscTt= 96

N° Vs ( + ) = 0 N° Vs ( - ) = 1 N° Vs ( + ) = 2 N° Vs ( - ) = 6 N° Vs ( + ) = 2 N° Vs ( - ) = 5 N° Vs ( + ) = 2 N° Vs ( - ) = 5 N° Vs ( + ) = 3 N° Vs ( - ) = 6 S= 23 Smax= 22.5 20 S= 23 .Smax= 22.5 20 S= 23 .Smax= 22.5 20 S= 23 Smax= 22.5 20 S= 23 Smax= 22.5 20

S= 11.25 s= 11.25 Vsmax= 6.63 s= 11.25 Vsmax= 6.63 s= 11.25 .Vsmax= 6.63 s= 11.25 .Vsmax= 6.63

^Lvsmax= 126.65 130 ^Lvsmax= 131.15 140 ^Lvsmax= 131.79 140 ^Lvsmax= 120.79 120

1 @ 5 1 @ 5 Lt= 226 1 @ 5 Lt= 236 1 @ 5 Lt= 236 1 @ 5 Lt= 211

9 @ 11 12 @ 8 .Lr= 104 104 12 @ 8 .Lr= 94 94 12 @ 8 .Lr= 94 94 13 @ 7 .Lr= 119 119

3.8 @ 20 6.93 @ 15 6.27 @ 15 6.27 @ 15 7.93 @ 15

6.25 @ 20 6.75 @ 20 6.75 @ 20 5.75 @ 20

76 180 125 205 135 195 135 195 115 215

Nivel 1

Eje B Eje B


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 13.84 Ton -m 30 x 50 Centro

( + ) = 14.93 Ton -m 30 x 50

( + ) = 14.28 Ton -m 30 x 50

( + ) = 21.25 Ton -m 30 x 50

Vu= 7.81 Ton 30 x 50

Vu= 18.23 Ton 30 x 50

Vu= 23.94 Ton 30 x 50

Vu= 24.32 Ton 30 x 50

Vu= 26.51 Ton 30 x 50








z = 45 z = 42.55 z = 41.98 z = 35.96 z = 41.75 z = 35.9 z = 41.89 z = 35.36 z = 40.37 z = 34.59 S= 23 ESc= 8.18 9 S= 10 ÊSc= 9 9 S= 7 ÊSc= 12.86 13 S= 7 ÊSc= 12.86 13 S= 7 ÊSc= 12.86 13





Separación de Estribos ^Lvsmax= 161.94 170 ^Lvsmax= 123.32 130 ^Lvsmax= 121.39 130 ^Lvsmax= 111.36 120

Vu= #NAME? ton 1 @ 5 1 @ 5 Lt= 260 1 @ 5 Lt= 221 1 @ 5 Lt= 221 1 @ 5 Lt= 211

Uu = Vu / b*d Uu= #NAME? kg/cm2 9 @ 11 9 @ 10 .Lr= 70 70 13 @ 7 .Lr= 109 109 13 @ 7 .Lr= 109 109 13 @ 7 .Lr= 119 119

Usando Vs N° 3 3.8 @ 20 4.67 @ 15 7.27 @ 15 7.27 @ 15 7.93 @ 15

S1 = av*fy*v / Uu*b 8.25 @ 20 6.25 @ 20 6.25 @ 20 5.75 @ 20

S= #NAME?

76 180 165 165 125 205 125 205 115 215

Nivel 1

Secundaria 1 Eje B´

Ubicación Momentos Sección Ubicación Cortante Sección

( + ) = 13.44 Ton -m 30 x 50

Vu= 8 Ton 30 x 50

( - ) = 0.00 Ton -m Uu= 5.93 kg/cm2

Cálculo de Acero Cálculo de Acero

h = 50 cm Fy = 4200 Kg/cm2 b = 30 cm Fy = 4200 Kg/cm2

d = 45 cm Fc = 250 Kg/cm2 d = 45 cm Fc = 250 Kg/cm2

z = 40 cm z = 40 cm L= 660

As = 8.89 As = 0 Separación de Estribos Zc= 90

a = 5.86 a = 0 S1 = av*fy*v / Uu*b Sc= 11

z = 42.07 z = 45 S= 22 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99

Usando Vs N° 8 Usando Vs N° 8 S= 20 LscTt= 104

N° Vs ( + ) = 2 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

^Lvsmax= 369.02 370

1 @ 5 Lt= 469

9 @ 11 .Lr= -139 180

12 @ 15

2.3 @ 20

46 284

Nivel 1

Secundaria 2 Eje B´´


( + ) = 14.6 Ton -m 30 x 50

Vu= 8.5 Ton 30 x 50

( - ) = 0.00 Ton -m Uu= 6.30 kg/cm2




z = 40 cm z = 40 cm L= 660


a = 6.36 a = 0 S1 = av*fy*v / Uu*b Sc= 11

z = 41.82 z = 45 S= 21 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99


N° Vs ( + ) = 2 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

^Lvsmax= 347.32 350

1 @ 5 Lt= 449

9 @ 11 .Lr= -119 80

5.33 @ 15

7.3 @ 20

146 184

Nivel 1

Eje C Eje C


( + ) = 14.98 Ton -m 30 x 50 Centro

( + ) = 15.26 Ton -m 30 x 50 Centro

( + ) = 14.68 Ton -m 30 x 50

( + ) = 21.93 Ton -m 30 x 50

Vu= 23.52 Ton 30 x 50

Vu= 24.57 Ton 30 x 50

Vu= 24.58 Ton 30 x 50

Vu= 26.76 Ton 30 x 50






As = 9.91 As = 30.18 As = 10.09 As = 29.4 As = 9.71 As = 29.81 As = 14.5 As = 32.36 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 6.53 a = 19.88 a = 6.65 a = 19.37 a = 6.4 a = 19.64 a = 9.56 a = 21.32 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 7 S1 = av*fy*v / Uu*b Sc= 7 S1 = av*fy*v / Uu*b Sc= 7

z = 41.74 z = 35.06 z = 41.68 z = 35.32 z = 41.8 z = 35.18 z = 40.22 z = 34.34 S= 8 ÊSc= 11.25 12 S= 7 ÊSc= 12.86 13 S= 7 ÊSc= 12.86 13 S= 7 ÊSc= 12.86 13



N° Vs ( + ) = 2 N° Vs ( - ) = 6 N° Vs ( + ) = 2 N° Vs ( - ) = 6 N° Vs ( + ) = 2 N° Vs ( - ) = 6 N° Vs ( + ) = 3 N° Vs ( - ) = 6 S= 23 .Smax= 22.5 20 S= 23 Smax= 22.5 20 S= 23 Smax= 22.5 20 S= 23 Smax= 22.5 20

s= 11.25 Vsmax= 6.63 s= 11.25 .Vsmax= 6.63 s= 11.25 .Vsmax= 6.63 s= 11.25 .Vsmax= 6.63


1 @ 5 Lt= 226 1 @ 5 Lt= 211 1 @ 5 Lt= 211 1 @ 5 Lt= 211

12 @ 8 .Lr= 104 100 13 @ 7 .Lr= 119 120 13 @ 7 .Lr= 119 120 13 @ 7 .Lr= 119 120

6.67 @ 15 8 @ 15 8 @ 15 8 @ 15

6.45 @ 20 5.7 @ 20 5.7 @ 20 5.7 @ 20

129 201 114 216 114 216 114 216

Nivel 1

Eje D Eje D


( + ) = 16.18 Ton -m 30 x 50 Centro

( + ) = 14.89 Ton -m 30 x 50 Centro

( + ) = 14.23 Ton -m 30 x 50

( + ) = 22.21 Ton -m 30 x 50

Vu= 24.04 Ton 30 x 50

Vu= 19.4 Ton 30 x 50

Vu= 19.2 Ton 30 x 50

Vu= 21.2 Ton 30 x 50








z = 41.47 z = 34.72 z = 41.76 z = 36.26 z = 41.9 z = 36.43 z = 40.16 z = 35.62 S= 7 ÊSc= 12.86 13 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10 S= 8 ÊSc= 11.25 12






1 @ 5 Lt= 221 1 @ 5 Lt= 250 1 @ 5 Lt= 250 1 @ 5 Lt= 236

13 @ 7 .Lr= 109 100 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 80 80 12 @ 8 .Lr= 94 100

6.67 @ 15 5.33 @ 15 5.33 @ 15 6.67 @ 15

6.7 @ 20 7.75 @ 20 7.75 @ 20 6.45 @ 20

134 196 155 175 155 175 129 201

NIVEL 2

Eje 5 Eje 5


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 8.87 Ton -m 30 x 50 Centro

( + ) = 12.29 Ton -m 30 x 50

( + ) = 16.53 Ton -m 30 x 50

Vu= 6.45 Ton 30 x 50

Vu= 18.74 Ton 30 x 50

Vu= 18 Ton 30 x 50

Vu= 19.14 Ton 30 x 50( - ) = 7.57 Ton -m ( - ) = 38.52 Ton -m ( - ) = 35.05 Ton -m ( - ) = 37.04 Ton -m Uu= 4.78 kg/cm2 Uu= 13.88 kg/cm2 Uu= 13.33 kg/cm2 Uu= 14.18 kg/cm2





As = 0 As =5.01 As = 5.87 As =25.48 As = 8.13 As =23.18 As = 10.93 As = 24.5 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a =3.3 a = 3.86 a =16.78 a = 5.36 a =15.27 a = 7.2 a = 16.14 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 10 S1 = av*fy*v / Uu*b Sc= 10 S1 = av*fy*v / Uu*b Sc= 9

z = 45 z =43.35 z = 43.07 z =36.61 z = 42.32 z =37.36 z = 41.4 z = 36.93 S= 28 ESc= 8.18 8 S= 10 L̂Sc= 9 9 S= 10 L̂Sc= 9 9 S= 9 L̂Sc= 10 10





L̂vsmax=157.53 160 L̂vsmax= 164.01 170 L̂vsmax=154.24 160

1 @ 5 1 @ 5 Lt= 250 1 @ 5 Lt= 260 1 @ 5 Lt= 250

8 @ 11 9 @ 10 .Lr= 80 80 9 @ 10 .Lr= 50 50 10 @ 9 .Lr= 80 80

4.35 @ 20 5.33 @ 15 3.33 @ 15 5.33 @ 15

7.75 @ 20 9.25 @ 20 7.75 @ 20

87 180 155 175 185 145 155 175

NIVEL 2

Eje 4 Eje 4

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección( + ) = 0 Ton -m

30 x 50 Centro( + ) = 13.47 Ton -m

30 x 50 Centro( + ) = 13.3 Ton -m

30 x 50( + ) = 17.07 Ton -m

30 x 50Vu= 8.4 Ton

30 x 50Vu= 23.44 Ton

30 x 50Vu= 22.8 Ton

30 x 50Vu= 23.57 Ton

30 x 50( - ) = 10.21 Ton -m ( - ) = 42.74 Ton -m ( - ) = 39.86 Ton -m ( - ) = 41.63 Ton -m Uu= 6.22 kg/cm2 Uu= 17.36 kg/cm2 Uu= 16.89 kg/cm2 Uu= 17.46 kg/cm2







z = 45 z =42.78 z = 42.07 z =35.69 z = 42.1 z =36.32 z = 41.28 z = 35.93 S= 21 ESc= 8.18 9 S= 8 L̂Sc= 11.25 12 S= 8 L̂Sc= 11.25 12 S= 8 L̂Sc= 11.25 12





L̂vsmax=125.95 130 L̂vsmax= 129.48 130 L̂vsmax= 100.2 100

1 @ 5 1 @ 5 Lt= 226 1 @ 5 Lt= 226 1 @ 5 Lt= 196

9 @ 11 12 @ 8 .Lr= 104 104 12 @ 8 .Lr= 104 104 12 @ 8 .Lr= 134 134

3.8 @ 20 6.93 @ 15 6.93 @ 15 8.93 @ 15

6.25 @ 20 6.25 @ 20 3.8 @ 25

76 180 125 205 125 205 95 235

NIVEL 2

Eje 3 Eje 3

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección( + ) = 0 Ton -m

30 x 50 Centro( + ) = 13.09 Ton -m

30 x 50 Centro( + ) = 12.93 Ton -m

30 x 50( + ) = 16.48 Ton -m

30 x 50Vu= 8.4 Ton

30 x 50Vu= 23.07 Ton

30 x 50Vu= 22.46 Ton

30 x 50Vu= 23.57 Ton








z = 45 z =42.78 z = 42.15 z =35.98 z = 42.18 z =36.57 z = 41.41 z = 36.2 S= 21 ESc= 8.18 9 S= 8 ÊSc= 11.25 12 S= 8 L̂Sc= 11.25 12 S= 8 L̂Sc= 11.25 12






1 @ 5 1 @ 5 Lt= 226 1 @ 5 Lt= 236 1 @ 5 Lt= 226

9 @ 11 12 @ 8 .Lr= 104 104 12 @ 8 .Lr= 94 94 12 @ 8 .Lr= 104 104

3.8 @ 20 6.93 @ 15 6.27 @ 15 6.93 @ 15

6.25 @ 20 6.75 @ 20 6.25 @ 20

76 180 125 205 135 195 125 205

NIVEL 2

Eje 2 Eje 2


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 12.37 Ton -m 30 x 50 Centro

( + ) = 0 Ton -m 30 x 50

( + ) = 17.9 Ton -m 30 x 50

( + ) = 17.9 Ton -m 30 x 50

( + ) = 18.55 Ton -m 30 x 50

Vu= 8.4 Ton 30 x 50

Vu= 22.58 Ton 30 x 50

Vu= 33.12 Ton 30 x 50

Vu= 28.42 Ton 30 x 50( - ) = 10.21 Ton -m ( - ) = 39.81 Ton -m ( - ) = 47.94 Ton -m ( - ) = 3.80 Ton -m ( - ) = 8.11 Ton -m ( - ) = 45.80 Ton -m Uu= 6.22 kg/cm2 Uu= 16.73 kg/cm2 Uu= 24.53 kg/cm2 Uu= 21.05 kg/cm2





As = 0 As =6.75 As = 8.18 As =26.33 As = 0 As =31.71 As = 11.84 As = 2.51 As = 11.84 As =5.36 As = 12.27 As =30.29 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a =4.45 a = 5.39 a =17.35 a = 0 a =20.89 a = 7.8 a = 1.66 a = 7.8 a =3.53 a = 8.08 a =19.96 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 5 S1 = av*fy*v / Uu*b Sc= 6

z = 45 z =42.78 z = 42.31 z =36.33 z = 45 z =34.56 z = 41.1 z = 44.17 z = 41.1 z =43.23 z = 40.96 z =35.02 S= 21 ESc= 8.18 9 S= 8 ÊSc= 11.25 12 S= 5 ÊSc= 18 18 S= 6 ÊSc= 15 15






1 @ 5 1 @ 5 Lt= 226 1 @ 5 Lt= 180 1 @ 5 Lt= 200

9 @ 11 12 @ 8 .Lr= 104 104 18 @ 5 .Lr= 150 150 15 @ 6 .Lr= 130 130

3.8 @ 20 6.93 @ 15 10 @ 15 8.67 @ 15

6.25 @ 20 4.25 @ 20 5.25 @ 20

76 180 125 205 85 245 105 225

NIVEL 2

Eje 1 Eje 1

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección( + ) = 0 Ton -m

30 x 50 Centro( + ) = 10.84 Ton -m

30 x 50 Centro( + ) = 0 Ton -m

30 x 50( + ) = 13.91 Ton -m

30 x 50( + ) = 13.91 Ton -m

30 x 50( + ) = 14.79 Ton -m

30 x 50Vu= 5.46 Ton

30 x 50Vu= 20.77 Ton

30 x 50Vu= 34 Ton

30 x 50Vu= 21.34 Ton

30 x 50( - ) = 4.92 Ton -m ( - ) = 36.25 Ton -m ( - ) = 38.51 Ton -m ( - ) = 0.00 Ton -m ( - ) = 3.31 Ton -m ( - ) = 36.90 Ton -m Uu= 4.04 kg/cm2 Uu= 15.39 kg/cm2 Uu= 25.19 kg/cm2 Uu= 15.81 kg/cm2





As = 0 As =3.25 As = 7.17 As =23.97 As = 0 As =25.47 As = 9.2 As = 0 As = 9.2 As =2.19 As = 9.78 As =24.4 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a =2.14 a = 4.72 a =15.8 a = 0 a =16.78 a = 6.06 a = 0 a = 6.06 a =1.44 a = 6.44 a =16.08 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 5 S1 = av*fy*v / Uu*b Sc= 8

z = 45 z =43.93 z = 42.64 z =37.1 z = 45 z =36.61 z = 41.97 z = 45 z = 41.97 z =44.28 z = 41.78 z =36.96 S= 33 ESc= 8.18 9 S= 9 ÊSc= 10 10 S= 5 ÊSc= 18 18 S= 8 ÊSc= 11.25 12






1 @ 5 1 @ 5 Lt= 240 1 @ 5 Lt= 180 1 @ 5 Lt= 236

9 @ 11 10 @ 9 .Lr= 90 90 18 @ 5 .Lr= 150 150 12 @ 8 .Lr= 94 34

3.8 @ 20 6 @ 15 10 @ 15 2.27 @ 15

7.25 @ 20 4.25 @ 20 9.75 @ 20

76 180 145 185 85 245 195 135

NIVEL 2

Eje A Eje A

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección( + ) = 0 Ton -m

30 x 50 Centro( + ) = 12.03 Ton -m

30 x 50 Centro( + ) = 11.93 Ton -m

30 x 50( + ) = 11.84 Ton -m

30 x 50( + ) = 15.2 Ton -m

30 x 50Vu= 7.53 Ton

30 x 50Vu= 21.02 Ton

30 x 50Vu= 20.52 Ton

30 x 50Vu= 20.5 Ton

30 x 50Vu= 21.5 Ton

30 x 50( - ) = 8.28 Ton -m ( - ) = 37.84 Ton -m ( - ) = 35.58 Ton -m ( - ) = 35.74 Ton -m ( - ) = 37.20 Ton -m Uu= 5.58 kg/cm2 Uu= 15.57 kg/cm2 Uu= 15.20 kg/cm2 Uu= 15.19 kg/cm2 Uu= 15.93 kg/cm2





As = 0 As =5.48 As = 7.96 As =25.03 As = 7.89 As =23.53 As = 7.83 As = 23.64 As = 10.05 As =24.6 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a =3.61 a = 5.24 a =16.49 a = 5.2 a =15.5 a = 5.16 a = 15.57 a = 6.62 a =16.21 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 8

z = 45 z =43.2 z = 42.38 z =36.76 z = 42.4 z =37.25 z = 42.42 z = 37.21 z = 41.69 z =36.9 S= 24 ESc= 8.18 9 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10 S= 8 ÊSc= 11.25 12





L̂vsmax=140.45 140 L̂vsmax= 143.87 150 L̂vsmax= 144.01 150 L̂vsmax= 137.31 140

1 @ 5 1 @ 5 Lt= 230 1 @ 5 Lt= 240 1 @ 5 Lt= 240 1 @ 5 Lt= 236

9 @ 11 10 @ 9 .Lr= 100 100 10 @ 9 .Lr= 90 90 10 @ 9 .Lr= 90 90 12 @ 8 .Lr= 94 94

3.8 @ 20 6.67 @ 15 6 @ 15 6 @ 15 6.27 @ 15

6.75 @ 20 7.25 @ 20 7.25 @ 20 6.75 @ 20

76 180 135 195 145 185 145 185 135 195

NIVEL 2

Eje B Eje B

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección( + ) = 0 Ton -m

30 x 50 Centro( + ) = 10.7 Ton -m

30 x 50 Centro( + ) = 12.82 Ton -m

30 x 50( + ) = 12.69 Ton -m

30 x 50( + ) = 16.15 Ton -m

30 x 50Vu= 7.44 Ton

30 x 50Vu= 16.4 Ton

30 x 50Vu= 21.92 Ton

30 x 50Vu= 22.34 Ton

30 x 50Vu= 23.34 Ton

30 x 50( - ) = 10.84 Ton -m ( - ) = 34.14 Ton -m ( - ) = 36.36 Ton -m ( - ) = 38.40 Ton -m ( - ) = 39.62 Ton -m Uu= 5.51 kg/cm2 Uu= 12.15 kg/cm2 Uu= 16.24 kg/cm2 Uu= 16.55 kg/cm2 Uu= 17.29 kg/cm2





As = 0 As =7.17 As = 7.08 As =22.58 As = 8.48 As =24.05 As = 8.39 As = 25.4 As = 10.68 As =26.2 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a =4.72 a = 4.66 a =14.88 a = 5.59 a =15.84 a = 5.53 a = 16.73 a = 7.04 a =17.26 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 8

z = 45 z =42.64 z = 42.67 z =37.56 z = 42.21 z =37.08 z = 42.24 z = 36.63 z = 41.48 z =36.37 S= 24 ESc= 8.18 9 S= 11 ÊSc= 8.18 9 S= 8 ÊSc= 11.25 12 S= 8 ÊSc= 11.25 12 S= 8 ÊSc= 11.25 13





L̂vsmax=180.01 180 L̂vsmax= 134.68 140 L̂vsmax= 132.15 140 L̂vsmax= 126.49 130

1 @ 5 1 @ 5 Lt= 279 1 @ 5 Lt= 236 1 @ 5 Lt= 236 1 @ 5 Lt= 234

9 @ 11 9 @ 11 .Lr= 51 51 12 @ 8 .Lr= 94 94 12 @ 8 .Lr= 94 94 13 @ 8 .Lr= 96 96

3.8 @ 20 3.4 @ 15 6.27 @ 15 6.27 @ 15 6.4 @ 15

8.75 @ 20 6.75 @ 20 6.75 @ 20 6.25 @ 20

76 180 175 155 135 195 135 195 125 205

NIVEL 2


Ubicación Momentos Sección Ubicación Cortante Sección( + ) = 13.46 Ton -m

30 x 50Vu= 8 Ton

30 x 50( - ) = 0.00 Ton -m Uu= 5.93 kg/cm2




z = 40 cm z = 40 cm L= 660

As = 8.9 As =0 Separación de Estribos Zc= 90

a = 5.86 a =0 S1 = av*fy*v / Uu*b Sc= 11

z = 42.07 z =45 S= 22 ÊSc= 8.18 10

As mín = 4.46 S= 12.49 LScT= 110


N° Vs ( + ) = 2 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

L̂vsmax=369.02 370

1 @ 5 Lt= 480

10 @ 11 .Lr= -150 0

0 @ 15

10.75 @ 20

215 115

NIVEL 2



( + ) = 13.61 Ton -m 30 x 50

Vu= 8 Ton 30 x 50( - ) = 0.00 Ton -m Uu= 5.93 kg/cm2




z = 40 cm z = 40 cm L= 660

As = 9 As =0 Separación de Estribos Zc= 90

a = 5.93 a =0 S1 = av*fy*v / Uu*b Sc= 11

z = 42.03 z =45 S= 22 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99


N° Vs ( + ) = 2 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

L̂vsmax=369.02 370

1 @ 5 Lt= 469

9 @ 11 .Lr= -139 0

0 @ 15

11.3 @ 20

226 104

NIVEL 2

Eje C Eje C

Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Momentos Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección Ubicación Cortante Sección( + ) = 12.8 Ton -m

30 x 50 Centro( + ) = 12.95 Ton -m

30 x 50 Centro( + ) = 12.89 Ton -m

30 x 50( + ) = 16.45 Ton -m

30 x 50Vu= 21.23 Ton

30 x 50Vu= 22.32 Ton

30 x 50Vu= 22.52 Ton

30 x 50Vu= 23.56 Ton






As = 8.47 As =25.5 As = 8.56 As =25.15 As = 8.53 As =25.8 As = 10.88 As = 26.67 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 5.58 a =16.8 a = 5.64 a =16.57 a = 5.62 a =17 a = 7.17 a = 17.57 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 8

z = 42.21 z =36.6 z = 42.18 z =36.71 z = 42.19 z =36.5 z = 41.42 z = 36.21 S= 8 ÊSc= 11.25 12 S= 8 ÊSc= 11.25 12 S= 8 ÊSc= 11.25 12 S= 8 ÊSc= 11.25 12





L̂vsmax= 139.06 140 L̂vsmax= 132.27 140 L̂vsmax= 131.09 140 L̂vsmax= 125.3 130

1 @ 5 Lt= 236 1 @ 5 Lt= 236 1 @ 5 Lt= 236 1 @ 5 Lt= 226

12 @ 8 .Lr= 94 94 12 @ 8 .Lr= 94 94 12 @ 8 .Lr= 94 94 12 @ 8 .Lr= 104 104

6.27 @ 15 6.27 @ 15 6.27 @ 15 6.93 @ 15

6.75 @ 20 6.75 @ 20 6.75 @ 20 6.25 @ 20

135 195 135 195 135 195 125 205

NIVEL 2

Eje D Eje D


( + ) = 13.31 Ton -m 30 x 50 Centro

( + ) = 11.44 Ton -m 30 x 50 Centro

( + ) = 11.42 Ton -m 30 x 50

( + ) = 11.1 Ton -m 30 x 50

Vu= 21.47 Ton 30 x 50

Vu= 17.57 Ton 30 x 50

Vu= 17.56 Ton 30 x 50

Vu= 18.58 Ton 30 x 50






As = 8.8 As =25.89 As = 7.57 As =22.28 As = 7.55 As =22.24 As = 7.34 As = 23.28 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 5.8 a =17.05 a = 4.98 a =14.68 a = 4.98 a =14.65 a = 4.84 a = 15.34 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 10 S1 = av*fy*v / Uu*b Sc= 10 S1 = av*fy*v / Uu*b Sc= 10

z = 42.1 z =36.47 z = 42.51 z =37.66 z = 42.51 z =37.68 z = 42.58 z = 37.33 S= 8 ÊSc= 11.25 12 S= 10 ÊSc= 9 9 S= 10 ÊSc= 9 9 S= 10 ÊSc= 9 9





L̂vsmax= 137.5 140 L̂vsmax= 168.02 170 L̂vsmax= 168.12 170 L̂vsmax= 158.89 160

1 @ 5 Lt= 236 1 @ 5 Lt= 260 1 @ 5 Lt= 260 1 @ 5 Lt= 250

12 @ 8 .Lr= 94 90 9 @ 10 .Lr= 70 70 9 @ 10 .Lr= 70 70 9 @ 10 .Lr= 80 80

6 @ 15 4.67 @ 15 4.67 @ 15 5.33 @ 15

6.95 @ 20 8.25 @ 20 8.25 @ 20 7.75 @ 20

139 191 165 165 165 165 155 175

NIVEL 3

Eje 5 Eje 5


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 9.6 Ton -m 30 x 50 Centro

( + ) = 9.48 Ton -m 30 x 50

( + ) = 12.29 Ton -m 30 x 50

Vu= 6.45 Ton 30 x 50

Vu= 16.56 Ton 30 x 50

Vu= 16.1 Ton 30 x 50

Vu= 16.88 Ton 30 x 50














1 @ 5 1 @ 5 Lt= 279 1 @ 5 Lt= 289 1 @ 5 Lt= 279

8 @ 11 9 @ 11 .Lr= 51 51 9 @ 11 .Lr= 50 50 9 @ 11 .Lr= 51 51

4.35 @ 20 3.4 @ 15 3.33 @ 15 3.4 @ 15

8.75 @ 20 8.8 @ 20 8.75 @ 20

87 180 175 155 176 154 175 155

NIVEL 3

Eje 4 Eje 4


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 11.6 Ton -m 30 x 50 Centro

( + ) = 11.47 Ton -m 30 x 50

( + ) = 14.2 Ton -m 30 x 50

Vu= 8.4 Ton 30 x 50

Vu= 21.29 Ton 30 x 50

Vu= 20.92 Ton 30 x 50

Vu= 21.68 Ton 30 x 50







a = 0 a = 4.45 a = 5.05 a = 15.18 a = 5 a = 14.52 a = 6.19 a = 14.77 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 8

z = 45 z = 42.78 z = 42.47 z = 37.41 z = 42.5 z = 37.74 z = 41.91 z = 37.61 S= 21 ESc= 8.18 9 S= 8 ^LSc= 11.25 12 S= 9 ^LSc= 10 10 S= 8 ^LSc= 11.25 12






1 @ 5 1 @ 5 Lt= 236 1 @ 5 Lt= 240 1 @ 5 Lt= 206

9 @ 11 12 @ 8 .Lr= 94 34 10 @ 9 .Lr= 90 90 12 @ 8 .Lr= 124 124

3.8 @ 20 2.27 @ 15 6 @ 15 8.27 @ 15

9.75 @ 20 7.25 @ 20 4.2 @ 25

76 180 195 135 145 185 105 225

NIVEL 3

Eje 3 Eje 3


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 11.34 Ton -m 30 x 50 Centro

( + ) = 11.26 Ton -m 30 x 50

( + ) = 13.82 Ton -m 30 x 50

Vu= 8.4 Ton 30 x 50

Vu= 20.95 Ton 30 x 50

Vu= 20.61 Ton 30 x 50

Vu= 21.33 Ton 30 x 50








z = 45 z = 42.78 z = 42.53 z = 37.68 z = 42.55 z = 37.98 z = 41.99 z = 37.87 S= 21 ESc= 8.18 9 S= 9 ÊSc= 10 10 S= 9 ^LSc= 10 10 S= 8 ^LSc= 11.25 12






1 @ 5 1 @ 5 Lt= 240 1 @ 5 Lt= 240 1 @ 5 Lt= 236

9 @ 11 10 @ 9 .Lr= 90 90 10 @ 9 .Lr= 90 90 12 @ 8 .Lr= 94 94

3.8 @ 20 6 @ 15 6 @ 15 6.27 @ 15

7.25 @ 20 7.25 @ 20 6.75 @ 20

76 180 145 185 145 185 135 195

NIVEL 3

Eje 2 Eje 2


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 10.16 Ton -m 30 x 50 Centro

( + ) = 0 Ton -m 30 x 50

( + ) = 14.09 Ton -m 30 x 50

( + ) = 13.9 Ton -m 30 x 50

( + ) = 16.47 Ton -m 30 x 50

Vu= 8.4 Ton 30 x 50

Vu= 20.52 Ton 30 x 50

Vu= 27.8 Ton 30 x 50

Vu= 26.07 Ton 30 x 50






As = 0 As = 6.75 As = 6.72 As = 21.36 As = 0 As = 24.71 As = 9.32 As = 0 As = 9.19 As = 8.82 As = 10.89 As = 24.92 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a = 4.45 a = 4.43 a = 14.07 a = 0 a = 16.28 a = 6.14 a = 0 a = 6.06 a = 5.81 a = 7.18 a = 16.42 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 6 S1 = av*fy*v / Uu*b Sc= 7

z = 45 z = 42.78 z = 42.79 z = 37.96 z = 45 z = 36.86 z = 41.93 z = 45 z = 41.97 z = 42.09 z = 41.41 z = 36.79 S= 21 ESc= 8.18 9 S= 9 ÊSc= 10 10 S= 6 ÊSc= 15 15 S= 7 ÊSc= 12.86 13






1 @ 5 1 @ 5 Lt= 240 1 @ 5 Lt= 200 1 @ 5 Lt= 211

9 @ 11 10 @ 9 .Lr= 90 90 15 @ 6 .Lr= 130 130 13 @ 7 .Lr= 119 119

3.8 @ 20 6 @ 15 8.67 @ 15 7.93 @ 15

7.25 @ 20 5.25 @ 20 5.75 @ 20

76 180 145 185 105 225 115 215

NIVEL 3

Eje 1 Eje 1


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 11.5 Ton -m 30 x 50 Centro

( + ) = 0 Ton -m 30 x 50

( + ) = 8.2 Ton -m 30 x 50

( + ) = 8.2 Ton -m 30 x 50

( + ) = 12.45 Ton -m 30 x 50

Vu= 5.46 Ton 30 x 50

Vu= 19.47 Ton 30 x 50

Vu= 20.95 Ton 30 x 50

Vu= 18.95 Ton 30 x 50






As = 0 As = 3.28 As = 7.61 As = 19.52 As = 0 As = 18.52 As = 5.42 As = 1.98 As = 5.42 As = 2.65 As = 8.23 As = 18.81 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a = 2.16 a = 5.01 a = 12.86 a = 0 a = 12.2 a = 3.57 a = 1.31 a = 3.57 a = 1.74 a = 5.42 a = 12.39 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 9

z = 45 z = 43.92 z = 42.49 z = 38.57 z = 45 z = 38.9 z = 43.21 z = 44.35 z = 43.21 z = 44.13 z = 42.29 z = 38.8 S= 33 ESc= 8.18 9 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10






1 @ 5 1 @ 5 Lt= 250 1 @ 5 Lt= 230 1 @ 5 Lt= 250

9 @ 11 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 100 100 10 @ 9 .Lr= 80 80

3.8 @ 20 5.33 @ 15 6.67 @ 15 5.33 @ 15

7.75 @ 20 6.75 @ 20 7.75 @ 20

76 180 155 175 135 195 155 175

NIVEL 3

Eje A Eje A


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 10.28 Ton -m 30 x 50 Centro

( + ) = 10.21 Ton -m 30 x 50

( + ) = 10.13 Ton -m 30 x 50

( + ) = 12.51 Ton -m 30 x 50

Vu= 7.53 Ton 30 x 50

Vu= 18.9 Ton 30 x 50

Vu= 18.9 Ton 30 x 50

Vu= 18.66 Ton 30 x 50

Vu= 18.67 Ton 30 x 50








z = 45 z = 43.2 z = 42.76 z = 38.45 z = 42.78 z = 38.67 z = 42.79 z = 38.64 z = 42.27 z = 38.54 S= 24 ESc= 8.18 9 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10 S= 10 ÊSc= 9 9 S= 10 ÊSc= 9 9






1 @ 5 1 @ 5 Lt= 250 1 @ 5 Lt= 250 1 @ 5 Lt= 250 1 @ 5 Lt= 250

9 @ 11 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 80 80 9 @ 10 .Lr= 80 80 9 @ 10 .Lr= 80 80

3.8 @ 20 5.33 @ 15 5.33 @ 15 5.33 @ 15 5.33 @ 15

7.75 @ 20 7.75 @ 20 7.75 @ 20 7.75 @ 20

76 180 155 175 155 175 155 175 155 175

NIVEL 3

Eje B Eje B


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 7.52 Ton -m 30 x 50 Centro

( + ) = 11.28 Ton -m 30 x 50

( + ) = 10.98 Ton -m 30 x 50

( + ) = 13.45 Ton -m 30 x 50

Vu= 7.44 Ton 30 x 50

Vu= 16.4 Ton 30 x 50

Vu= 21.92 Ton 30 x 50

Vu= 22.34 Ton 30 x 50

Vu= 23.34 Ton 30 x 50














1 @ 5 1 @ 5 Lt= 279 1 @ 5 Lt= 236 1 @ 5 Lt= 236 1 @ 5 Lt= 234

9 @ 11 9 @ 11 .Lr= 51 51 12 @ 8 .Lr= 94 94 12 @ 8 .Lr= 94 94 13 @ 8 .Lr= 96 96

3.8 @ 20 3.4 @ 15 6.27 @ 15 6.27 @ 15 6.4 @ 15

8.75 @ 20 6.75 @ 20 6.75 @ 20 6.25 @ 20

76 180 175 155 135 195 135 195 125 205

NIVEL 3



( + ) = 9.34 Ton -m 30 x 50

Vu= 5.5 Ton 30 x 50

( - ) = 0.00 Ton -m Uu= 4.07 kg/cm2




z = 40 cm z = 40 cm L= 660


a = 4.07 a = 0 S1 = av*fy*v / Uu*b Sc= 11

z = 42.97 z = 45 S= 33 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99


N° Vs ( + ) = 1 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

^Lvsmax= 536.76 540

1 @ 5 Lt= 639

9 @ 11 .Lr= -309 0

0 @ 15

11.3 @ 20

226 104

NIVEL 3



( + ) = 9.46 Ton -m 30 x 50

Vu= 5.5 Ton 30 x 50

( - ) = 0.00 Ton -m Uu= 4.07 kg/cm2




z = 40 cm z = 40 cm L= 660


a = 4.12 a = 0 S1 = av*fy*v / Uu*b Sc= 11

z = 42.94 z = 45 S= 33 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99


N° Vs ( + ) = 1 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

^Lvsmax= 536.76 540

1 @ 5 Lt= 639

9 @ 11 .Lr= -309 0

0 @ 15

11.3 @ 20

226 104

NIVEL 3

Eje C Eje C


( + ) = 10.79 Ton -m 30 x 50 Centro

( + ) = 11.13 Ton -m 30 x 50 Centro

( + ) = 11.06 Ton -m 30 x 50

( + ) = 13.55 Ton -m 30 x 50

Vu= 18.94 Ton 30 x 50

Vu= 20.2 Ton 30 x 50

Vu= 20.45 Ton 30 x 50

Vu= 21.07 Ton 30 x 50








z = 42.65 z = 38.46 z = 42.58 z = 38.32 z = 42.59 z = 38.08 z = 42.05 z = 38.05 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10 S= 8 ÊSc= 11.25 12






1 @ 5 Lt= 250 1 @ 5 Lt= 240 1 @ 5 Lt= 240 1 @ 5 Lt= 236

10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 90 90 10 @ 9 .Lr= 90 90 12 @ 8 .Lr= 94 94

5.33 @ 15 6 @ 15 6 @ 15 6.27 @ 15

7.75 @ 20 7.25 @ 20 7.25 @ 20 6.75 @ 20

155 175 145 185 145 185 135 195

NIVEL 3

Eje D Eje D


( + ) = 11.09 Ton -m 30 x 50 Centro

( + ) = 8.5 Ton -m 30 x 50 Centro

( + ) = 8.62 Ton -m 30 x 50

( + ) = 10.91 Ton -m 30 x 50

Vu= 19.01 Ton 30 x 50

Vu= 15.36 Ton 30 x 50

Vu= 15.36 Ton 30 x 50

Vu= 15.39 Ton 30 x 50








z = 42.58 z = 38.45 z = 43.15 z = 39.34 z = 43.12 z = 39.34 z = 42.62 z = 39.23 S= 9 ÊSc= 10 10 S= 12 ÊSc= 8.18 9 S= 12 ÊSc= 8.18 9 S= 12 ÊSc= 8.18 9






1 @ 5 Lt= 250 1 @ 5 Lt= 299 1 @ 5 Lt= 299 1 @ 5 Lt= 299

10 @ 9 .Lr= 80 80 9 @ 11 .Lr= 31 31 9 @ 11 .Lr= 31 31 9 @ 11 .Lr= 31 31

5.33 @ 15 2.07 @ 15 2.07 @ 15 2.07 @ 15

7.75 @ 20 9.75 @ 20 9.75 @ 20 9.75 @ 20

155 175 195 135 195 135 195 135

NIVEL 4

Eje 5 Eje 5


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 7.8 Ton -m 30 x 50 Centro

( + ) = 7.9 Ton -m 30 x 50

( + ) = 9.2 Ton -m 30 x 50

Vu= 6.45 Ton 30 x 50

Vu= 14.43 Ton 30 x 50

Vu= 14.33 Ton 30 x 50

Vu= 14.57 Ton 30 x 50








z = 45 z = 43.35 z = 43.3 z = 40.05 z = 43.28 z = 40.16 z = 43 z = 40.24 S= 28 ESc= 8.18 8 S= 12 ^LSc= 8.18 9 S= 12 ^LSc= 8.18 9 S= 12 ^LSc= 8.18 9






1 @ 5 1 @ 5 Lt= 309 1 @ 5 Lt= 309 1 @ 5 Lt= 309

8 @ 11 9 @ 11 .Lr= 21 21 9 @ 11 .Lr= 50 50 9 @ 11 .Lr= 21 21

4.35 @ 20 1.4 @ 15 3.33 @ 15 1.4 @ 15

10.25 @ 20 8.8 @ 20 10.25 @ 20

87 180 205 125 176 154 205 125

NIVEL 4

Eje 4 Eje 4


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 10.56 Ton -m 30 x 50 Centro

( + ) = 10.54 Ton -m 30 x 50

( + ) = 12.02 Ton -m 30 x 50

Vu= 8.4 Ton 30 x 50

Vu= 19.34 Ton 30 x 50

Vu= 19.25 Ton 30 x 50

Vu= 19.45 Ton 30 x 50








z = 45 z = 42.78 z = 42.7 z = 38.96 z = 42.7 z = 39.04 z = 42.38 z = 39.19 S= 21 ESc= 8.18 9 S= 9 ^LSc= 10 10 S= 9 ^LSc= 10 10 S= 9 ^LSc= 10 10






1 @ 5 1 @ 5 Lt= 250 1 @ 5 Lt= 250 1 @ 5 Lt= 220

9 @ 11 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 110 110

3.8 @ 20 5.33 @ 15 5.33 @ 15 7.33 @ 15

7.75 @ 20 7.75 @ 20 6.25 @ 20

76 180 155 175 155 175 125 205

NIVEL 4

Eje 3 Eje 3


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 10.51 Ton -m 30 x 50 Centro

( + ) = 10.47 Ton -m 30 x 50

( + ) = 11.87 Ton -m 30 x 50

Vu= 8.4 Ton 30 x 50

Vu= 19.14 Ton 30 x 50

Vu= 19.04 Ton 30 x 50

Vu= 19.22 Ton 30 x 50








z = 45 z = 42.78 z = 42.71 z = 39.13 z = 42.72 z = 39.2 z = 42.41 z = 39.35 S= 21 ESc= 8.18 9 S= 9 ÊSc= 10 10 S= 9 ^LSc= 10 10 S= 9 ^LSc= 10 10






1 @ 5 1 @ 5 Lt= 250 1 @ 5 Lt= 250 1 @ 5 Lt= 250

9 @ 11 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 80 80

3.8 @ 20 5.33 @ 15 5.33 @ 15 5.33 @ 15

7.75 @ 20 7.75 @ 20 7.75 @ 20

76 180 155 175 155 175 155 175

NIVEL 4

Eje 2 Eje 2


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 10.36 Ton -m 30 x 50 Centro

( + ) = 0 Ton -m 30 x 50

( + ) = 14.81 Ton -m 30 x 50

( + ) = 14.58 Ton -m 30 x 50

( + ) = 15.26 Ton -m 30 x 50

Vu= 8.4 Ton 30 x 50

Vu= 18.9 Ton 30 x 50

Vu= 29.7 Ton 30 x 50

Vu= 24.21 Ton 30 x 50






As = 0 As = 6.75 As = 6.85 As = 17.1 As = 0 As = 23.97 As = 9.79 As = 0 As = 9.64 As = 13.27 As = 10.09 As = 20.87 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a = 4.45 a = 4.51 a = 11.26 a = 0 a = 15.8 a = 6.45 a = 0 a = 6.35 a = 8.74 a = 6.65 a = 13.75 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 9 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 7

z = 45 z = 42.78 z = 42.74 z = 39.37 z = 45 z = 37.1 z = 41.77 z = 45 z = 41.82 z = 40.63 z = 41.68 z = 38.12 S= 21 ESc= 8.18 9 S= 9 ÊSc= 10 10 S= 6 ÊSc= 11.25 12 S= 7 ÊSc= 12.86 13






1 @ 5 1 @ 5 Lt= 250 1 @ 5 Lt= 196 1 @ 5 Lt= 221

9 @ 11 10 @ 9 .Lr= 80 80 12 @ 8 .Lr= 134 134 13 @ 7 .Lr= 109 109

3.8 @ 20 5.33 @ 15 8.93 @ 15 7.27 @ 15

7.75 @ 20 4.75 @ 20 6.25 @ 20

76 180 155 175 95 235 125 205

NIVEL 4

Eje 1 Eje 1


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 9.41 Ton -m 30 x 50 Centro

( + ) = 5.76 Ton -m 30 x 50

( + ) = 11.11 Ton -m 30 x 50

( + ) = 11.08 Ton -m 30 x 50

( + ) = 10.71 Ton -m 30 x 50

Vu= 5.46 Ton 30 x 50

Vu= 17.4 Ton 30 x 50

Vu= 22.93 Ton 30 x 50

Vu= 17.74 Ton 30 x 50






As = 0 As = 3.25 As = 6.22 As = 15.15 As = 3.81 As = 20.05 As = 7.35 As = 0 As = 7.33 As = 10.05 As = 7.08 As = 15.81 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90 Separación de Estribos Zc= 90

a = 0 a = 2.14 a = 4.1 a = 9.98 a = 2.51 a = 13.21 a = 4.84 a = 0 a = 4.83 a = 6.62 a = 4.67 a = 10.42 S1 = av*fy*v / Uu*b Sc= 11 S1 = av*fy*v / Uu*b Sc= 10 S1 = av*fy*v / Uu*b Sc= 8 S1 = av*fy*v / Uu*b Sc= 10

z = 45 z = 43.93 z = 42.95 z = 40.01 z = 43.75 z = 38.4 z = 42.58 z = 45 z = 42.59 z = 41.69 z = 42.67 z = 39.79 S= 33 ESc= 8.18 9 S= 10 ÊSc= 9 9 S= 8 ÊSc= 11.25 12 S= 10 ÊSc= 9 9






1 @ 5 1 @ 5 Lt= 270 1 @ 5 Lt= 226 1 @ 5 Lt= 260

9 @ 11 9 @ 10 .Lr= 60 60 12 @ 8 .Lr= 104 104 9 @ 10 .Lr= 70 70

3.8 @ 20 4 @ 15 6.93 @ 15 4.67 @ 15

8.75 @ 20 6.25 @ 20 8.25 @ 20

76 180 175 155 125 205 165 165

NIVEL 4

Eje A Eje A


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 9.6 Ton -m 30 x 50 Centro

( + ) = 9.39 Ton -m 30 x 50

( + ) = 9.43 Ton -m 30 x 50

( + ) = 10.8 Ton -m 30 x 50

Vu= 7.53 Ton 30 x 50

Vu= 17.27 Ton 30 x 50

Vu= 17.18 Ton 30 x 50

Vu= 17.25 Ton 30 x 50

Vu= 17.45 Ton 30 x 50














1 @ 5 1 @ 5 Lt= 270 1 @ 5 Lt= 270 1 @ 5 Lt= 270 1 @ 5 Lt= 260

9 @ 11 9 @ 10 .Lr= 60 60 9 @ 10 .Lr= 60 60 9 @ 10 .Lr= 60 60 9 @ 10 .Lr= 70 70

3.8 @ 20 4 @ 15 4 @ 15 4 @ 15 4.67 @ 15

8.75 @ 20 8.75 @ 20 8.75 @ 20 8.25 @ 20

76 180 175 155 175 155 175 155 165 165

NIVEL 4

Eje B Eje B


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 6.27 Ton -m 30 x 50 Centro

( + ) = 10.6 Ton -m 30 x 50

( + ) = 10.31 Ton -m 30 x 50

( + ) = 11.74 Ton -m 30 x 50

Vu= 7.44 Ton 30 x 50

Vu= 18.48 Ton 30 x 50

Vu= 18.32 Ton 30 x 50

Vu= 18.32 Ton 30 x 50

Vu= 18.97 Ton 30 x 50














1 @ 5 1 @ 5 Lt= 250 1 @ 5 Lt= 260 1 @ 5 Lt= 260 1 @ 5 Lt= 250

9 @ 11 9 @ 10 .Lr= 80 80 9 @ 10 .Lr= 70 70 9 @ 10 .Lr= 70 70 10 @ 9 .Lr= 80 80

3.8 @ 20 5.33 @ 15 4.67 @ 15 4.67 @ 15 5.33 @ 15

7.75 @ 20 8.25 @ 20 8.25 @ 20 7.75 @ 20

76 180 155 175 165 165 165 165 155 175

NIVEL 4



( + ) = 13.49 Ton -m 30 x 50

Vu= 7.9 Ton 30 x 50

( - ) = 0.00 Ton -m Uu= 5.85 kg/cm2




z = 40 cm z = 40 cm L= 660


a = 5.88 a = 0 S1 = av*fy*v / Uu*b Sc= 11

z = 42.06 z = 45 S= 23 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99


N° Vs ( + ) = 2 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

^Lvsmax= 373.69 380

1 @ 5 Lt= 479

9 @ 11 .Lr= -149 0

0 @ 15

11.3 @ 20

226 104

NIVEL 4



( + ) = 13.62 Ton -m 30 x 50

Vu= 7.9 Ton 30 x 50

( - ) = 0.00 Ton -m Uu= 5.85 kg/cm2




z = 40 cm z = 40 cm L= 660


a = 5.93 a = 0 S1 = av*fy*v / Uu*b Sc= 11

z = 42.03 z = 45 S= 23 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99


N° Vs ( + ) = 2 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

^Lvsmax= 373.69 380

1 @ 5 Lt= 479

9 @ 11 .Lr= -149 0

0 @ 15

11.3 @ 20

226 104

NIVEL 4

Eje C Eje C


( + ) = 10 Ton -m 30 x 50 Centro

( + ) = 10.37 Ton -m 30 x 50 Centro

( + ) = 10.32 Ton -m 30 x 50

( + ) = 11.74 Ton -m 30 x 50

Vu= 17.23 Ton 30 x 50

Vu= 18.51 Ton 30 x 50

Vu= 18.87 Ton 30 x 50

Vu= 18.9 Ton 30 x 50








z = 42.82 z = 39.79 z = 42.74 z = 39.62 z = 42.75 z = 39.31 z = 42.44 z = 39.54 S= 10 ÊSc= 9 9 S= 10 ÊSc= 10 10 S= 9 ÊSc= 10 10 S= 9 ÊSc= 10 10






1 @ 5 Lt= 270 1 @ 5 Lt= 250 1 @ 5 Lt= 250 1 @ 5 Lt= 250

9 @ 10 .Lr= 60 60 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 80 80 10 @ 9 .Lr= 80 80

4 @ 15 5.33 @ 15 5.33 @ 15 5.33 @ 15

8.75 @ 20 7.75 @ 20 7.75 @ 20 7.75 @ 20

175 155 155 175 155 175 155 175

NIVEL 4

Eje D Eje D


( + ) = 10.33 Ton -m 30 x 50 Centro

( + ) = 7.14 Ton -m 30 x 50 Centro

( + ) = 7.46 Ton -m 30 x 50

( + ) = 8.55 Ton -m 30 x 50

Vu= 17.11 Ton 30 x 50

Vu= 13.63 Ton 30 x 50

Vu= 13.7 Ton 30 x 50

Vu= 13.8 Ton 30 x 50








z = 42.75 z = 39.99 z = 43.44 z = 40.64 z = 43.37 z = 40.65 z = 43.14 z = 40.76 S= 10 ÊSc= 9 9 S= 13 ÊSc= 8.18 9 S= 13 ÊSc= 8.18 9 S= 13 ÊSc= 8.18 9






1 @ 5 Lt= 270 1 @ 5 Lt= 319 1 @ 5 Lt= 319 1 @ 5 Lt= 319

9 @ 10 .Lr= 60 60 9 @ 11 .Lr= 11 11 9 @ 11 .Lr= 11 11 9 @ 11 .Lr= 11 11

4 @ 15 0.73 @ 15 0.73 @ 15 0.73 @ 15

8.75 @ 20 10.75 @ 20 10.75 @ 20 10.75 @ 20

175 155 215 115 215 115 215 115

NIVEL 5

Eje 5 Eje 5


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 6.31 Ton -m 30 x 50 Centro

( + ) = 6.02 Ton -m 30 x 50

( + ) = 8.11 Ton -m 30 x 50

Vu= 5.99 Ton 30 x 50

Vu= 11.01 Ton 30 x 50

Vu= 11.1 Ton 30 x 50

Vu= 11.7 Ton 30 x 50














1 @ 5 1 @ 5 Lt= 369 1 @ 5 Lt= 369 1 @ 5 Lt= 359

9 @ 11 9 @ 11 .Lr= -39 0 9 @ 11 .Lr= -39 0 9 @ 11 .Lr= -29 0

3.8 @ 20 0 @ 15 0 @ 15 0 @ 15

11.3 @ 20 11.3 @ 20 11.3 @ 20

76 180 226 104 226 104 226 104

NIVEL 5

Eje 4 Eje 4


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 8.71 Ton -m 30 x 50 Centro

( + ) = 7.92 Ton -m 30 x 50

( + ) = 10.38 Ton -m 30 x 50

Vu= 6.3 Ton 30 x 50

Vu= 14.06 Ton 30 x 50

Vu= 14.39 Ton 30 x 50

Vu= 14.98 Ton 30 x 50














1 @ 5 1 @ 5 Lt= 309 1 @ 5 Lt= 309 1 @ 5 Lt= 259

9 @ 11 9 @ 11 .Lr= 21 21 9 @ 11 .Lr= 21 21 9 @ 11 .Lr= 71 71

3.8 @ 20 1.4 @ 15 1.4 @ 15 4.73 @ 15

10.25 @ 20 10.25 @ 20 6.2 @ 25

76 180 205 125 205 125 155 175

NIVEL 5

Eje 3 Eje 3


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 8.73 Ton -m 30 x 50 Centro

( + ) = 7.91 Ton -m 30 x 50

( + ) = 10.31 Ton -m 30 x 50

Vu= 6.3 Ton 30 x 50

Vu= 13.96 Ton 30 x 50

Vu= 14.3 Ton 30 x 50

Vu= 14.9 Ton 30 x 50








z = 45 z = 43.42 z = 43.1 z = 41.41 z = 43.28 z = 40.98 z = 42.75 z = 41.02 S= 28 ESc= 8.18 9 S= 13 ÊSc= 8.18 7 S= 13 ^LSc= 8.18 9 S= 12 ^LSc= 7.5 8






1 @ 5 1 @ 5 Lt= 297 1 @ 5 Lt= 309 1 @ 5 Lt= 296

9 @ 11 7 @ 11 .Lr= 33 33 9 @ 11 .Lr= 21 21 8 @ 12 .Lr= 34 34

3.8 @ 20 2.2 @ 15 1.4 @ 15 2.27 @ 15

10.75 @ 20 10.25 @ 20 9.75 @ 20

76 180 215 115 205 125 195 135

NIVEL 5

Eje 2 Eje 2


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 7.16 Ton -m 30 x 50 Centro

( + ) = 6.72 Ton -m 30 x 50

( + ) = 17.03 Ton -m 30 x 50

( + ) = 16.71 Ton -m 30 x 50

( + ) = 9.01 Ton -m 30 x 50

Vu= 6.3 Ton 30 x 50

Vu= 13.94 Ton 30 x 50

Vu= 26.8 Ton 30 x 50

Vu= 15.7 Ton 30 x 50








z = 45 z = 43.42 z = 43.44 z = 41.09 z = 43.54 z = 38.57 z = 41.29 z = 45 z = 41.36 z = 40.2 z = 43.04 z = 40.27 S= 28 ESc= 8.18 9 S= 13 ÊSc= 8.18 9 S= 7 ÊSc= 12.86 13 S= 11 ÊSc= 8.18 9






1 @ 5 1 @ 5 Lt= 309 1 @ 5 Lt= 201 1 @ 5 Lt= 299

9 @ 11 9 @ 11 .Lr= 21 21 13 @ 7 .Lr= 129 129 9 @ 11 .Lr= 31 31

3.8 @ 20 1.4 @ 15 8.6 @ 15 2.07 @ 15

10.25 @ 20 5.25 @ 20 9.75 @ 20

76 180 205 125 105 225 195 135

NIVEL 5

Eje 1 Eje 1


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 8.25 Ton -m 30 x 50 Centro

( + ) = 3.18 Ton -m 30 x 50

( + ) = 13.1 Ton -m 30 x 50

( + ) = 12.91 Ton -m 30 x 50

( + ) = 6.44 Ton -m 30 x 50

Vu= 4.53 Ton 30 x 50

Vu= 13.03 Ton 30 x 50

Vu= 15.41 Ton 30 x 50

Vu= 11.17 Ton 30 x 50








z = 45 z = 44.11 z = 43.2 z = 41.69 z = 44.31 z = 40.64 z = 42.15 z = 45 z = 42.19 z = 41.4 z = 43.6 z = 41.45 S= 39 ESc= 8.18 9 S= 14 ÊSc= 8.18 9 S= 12 ÊSc= 8.18 9 S= 16 ÊSc= 9 9






1 @ 5 1 @ 5 Lt= 329 1 @ 5 Lt= 299 1 @ 5 Lt= 360

9 @ 11 9 @ 11 .Lr= 1 1 9 @ 11 .Lr= 31 31 9 @ 10 .Lr= -30 0

3.8 @ 20 0.07 @ 15 2.07 @ 15 0 @ 15

11.25 @ 20 9.75 @ 20 11.75 @ 20

76 180 225 105 195 135 235 95

NIVEL 5Eje A

Eje A


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 7.94 Ton -m 30 x 50 Centro

( + ) = 7.26 Ton -m 30 x 50

( + ) = 7.24 Ton -m 30 x 50

( + ) = 9.42 Ton -m 30 x 50

Vu= 6.16 Ton 30 x 50

Vu= 13 Ton 30 x 50

Vu= 13.05 Ton 30 x 50

Vu= 13.01 Ton 30 x 50

Vu= 13.64 Ton 30 x 50














1 @ 5 1 @ 5 Lt= 329 1 @ 5 Lt= 329 1 @ 5 Lt= 329 1 @ 5 Lt= 319

9 @ 11 9 @ 11 .Lr= 1 1 9 @ 11 .Lr= 1 1 9 @ 11 .Lr= 1 1 9 @ 11 .Lr= 11 11

3.8 @ 20 0.07 @ 15 0.07 @ 15 0.07 @ 15 0.73 @ 15

11.25 @ 20 11.25 @ 20 11.25 @ 20 10.75 @ 20

76 180 225 105 225 105 225 105 215 115

NIVEL 5

Eje B Eje B


( + ) = 0 Ton -m 30 x 50 Centro

( + ) = 4.65 Ton -m 30 x 50 Centro

( + ) = 8.52 Ton -m 30 x 50

( + ) = 7.8 Ton -m 30 x 50

( + ) = 10.24 Ton -m 30 x 50

Vu= 7.3 Ton 30 x 50

Vu= 9.6 Ton 30 x 50

Vu= 13.7 Ton 30 x 50

Vu= 14.3 Ton 30 x 50

Vu= 14.8 Ton 30 x 50








z = 45 z = 42.67 z = 43.99 z = 41.99 z = 43.14 z = 41.62 z = 43.3 z = 40.99 z = 42.77 z = 41.11 S= 25 ESc= 8.18 9 S= 19 ÊSc= 9 9 S= 13 ÊSc= 9 9 S= 13 ÊSc= 8.18 9 S= 12 ÊSc= 8.18 9






1 @ 5 1 @ 5 Lt= 400 1 @ 5 Lt= 310 1 @ 5 Lt= 309 1 @ 5 Lt= 299

9 @ 11 9 @ 10 .Lr= -70 0 9 @ 10 .Lr= 20 20 9 @ 11 .Lr= 21 21 9 @ 11 .Lr= 31 31

3.8 @ 20 0 @ 15 1.33 @ 15 1.4 @ 15 2.07 @ 15

11.75 @ 20 10.75 @ 20 10.25 @ 20 9.75 @ 20

76 180 235 95 215 115 205 125 195 135

NIVEL 5



( + ) = 11.73 Ton -m 30 x 50

Vu= 7 Ton 30 x 50

( - ) = 0.00 Ton -m Uu= 5.19 kg/cm2




z = 40 cm z = 40 cm L= 660


a = 5.11 a = 0 S1 = av*fy*v / Uu*b Sc= 11

z = 42.44 z = 45 S= 26 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99


N° Vs ( + ) = 2 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

^Lvsmax= 421.74 540

1 @ 5 Lt= 639

9 @ 11 .Lr= -309 0

0 @ 15

11.3 @ 20

226 104

NIVEL 5



( + ) = 17.2 Ton -m 30 x 50

Vu= 7 Ton 30 x 50

( - ) = 0.00 Ton -m Uu= 5.19 kg/cm2




z = 40 cm z = 40 cm L= 660


a = 7.49 a = 0 S1 = av*fy*v / Uu*b Sc= 11

z = 41.25 z = 45 S= 26 ÊSc= 8.18 9

As mín = 4.46 S= 12.49 LScT= 99


N° Vs ( + ) = 2 N° Vs ( - ) = 0 S= 23 .Smax= 22.5 20

s= 11.25 Vsmax= 6.63

^Lvsmax= 421.74 340

1 @ 5 Lt= 439

9 @ 11 .Lr= -109 0

0 @ 15

11.3 @ 20

226 104

NIVEL 5

Eje C Eje C


( + ) = 9.67 Ton -m 30 x 50 Centro

( + ) = 7.91 Ton -m 30 x 50 Centro

( + ) = 7.9 Ton -m 30 x 50

( + ) = 10.21 Ton -m 30 x 50

Vu= 14 Ton 30 x 50

Vu= 14.03 Ton 30 x 50

Vu= 14.15 Ton 30 x 50

Vu= 14.72 Ton 30 x 50














1 @ 5 Lt= 319 1 @ 5 Lt= 309 1 @ 5 Lt= 309 1 @ 5 Lt= 309

9 @ 11 .Lr= 11 11 9 @ 11 .Lr= 21 21 9 @ 11 .Lr= 21 21 9 @ 11 .Lr= 21 21

0.73 @ 15 1.4 @ 15 1.4 @ 15 1.4 @ 15

10.75 @ 20 10.25 @ 20 10.25 @ 20 10.25 @ 20

215 115 205 125 205 125 205 125

NIVEL 5

Eje D Eje D


( + ) = 6.62 Ton -m 30 x 50 Centro

( + ) = 6.08 Ton -m 30 x 50 Centro

( + ) = 5.9 Ton -m 30 x 50

( + ) = 7.81 Ton -m 30 x 50

Vu= 9.81 Ton 30 x 50

Vu= 10.56 Ton 30 x 50

Vu= 10.8 Ton 30 x 50

Vu= 11.3 Ton 30 x 50














1 @ 5 Lt= 399 1 @ 5 Lt= 379 1 @ 5 Lt= 379 1 @ 5 Lt= 369

9 @ 11 .Lr= -69 0 9 @ 11 .Lr= -49 0 9 @ 11 .Lr= -49 0 9 @ 11 .Lr= -39 0

0 @ 15 0 @ 15 0 @ 15 0 @ 15

11.3 @ 20 11.3 @ 20 11.3 @ 20 11.3 @ 20

226 104 226 104 226 104 226 104

Calculo de columnas

Columna de 12 varillas No. 8 Resumen de condiciones de carga en columnas

Nivel 1 Comparando Distribucion de tipo de armadoDibujo Dibujo

1 2 3 4 5 Varillas No.8 M P 1 2 3 4 5

D

P= 132.37 P= 249.59 P= 218.67 P= 223.51 P= 114.89 12 43.7 582.5

D

10 10 10 10 10

M(-)= 37.32 M(-)= 37.93 M(-)= 38.27 M(-)= 38.36 M(-)= 32.25 10 42.2 542.1

M(+)= 26.4 M(+)= 27.64 M(+)= 28.33 M(+)= 29.53 M(+)= 16.04 8 35.8 501.7

V= 15.13 V= 15.57 V= 15.82 V= 16.24 V= 11.47 6 29.5 461.2

Datos Datos

C

P= 253.65 P= 377.3 P= 356.52 P= 359.94 P= 201.14 4 29 420.8

C

10 10 10 10 8

L1= 40 Pb= 20.59 L1= 40 Poc= .85 fć (Ag-Ast) +( As*fy) M(-)= 35.87 M(-)= 37.3 M(-)= 36.55 M(-)= 37.27 M(-)= 29.72

L2= 40 L2= 40 M(+)= 25.52 M(+)= 28.08 M(+)= 26.92 M(+)= 28.39 M(+)= 12.97

d= 35 1=ɛ 0 d= 35 Poc= 582.6 V= 14.58 V= 15.49 V= 15.08 V= 15.6 V= 10.14

fý= 4200 T1=fs1*As= 85.18 fý= 4200

B

P= 310.92 P= 379.8 P= 356.87 P= 358.77 P= 200.81

B

8 10 10 10 8

fć= 250 fć= 250 M(-)= 31.66 M(-)= 36.44 M(-)= 34.81 M(-)= 35.63 M(-)= 28.25

c=ɛ 0 2=ɛ 0 c=ɛ 0 M(+)= 19.03 M(+)= 28.79 M(+)= 25.46 M(+)= 27.14 M(+)= 12.05

s= y=ɛ ɛ 0 T2=fs2*As= 16.51 s= y=ɛ ɛ 0 V= 12.04 V= 15.49 V= 14.32 V= 14.91 V= 9.57

A

P= 257.96 P= 293.93 P= 296.41 P= 300.35 P= 166.34

A

8 8 8 8 8

3=ɛ 0 M(-)= 31.51 M(-)= 33.67 M(-)= 33.33 M(-)= 33.96 M(-)= 27.07

T3=fs3*As= 13.06 M(+)= 20.82 M(+)= 25.22 M(+)= 24.53 M(+)= 25.82 M(+)= 11.74

a= 17.5 V= 12.43 V= 13.99 V= 13.74 V= 14.2 V= 9.22

T4=fs4*As= 85.18

Nivel 2C=.85 fć ab= 148.75

Pb= 152.2 1 2 3 4 5 Varillas No.8 M P 1 2 3 4 5

D

P= 139.13 P= 196.48 P= 173.3 P= 175.52 P= 95.19 12 43.7 582.5

D

6 6 6 6 6

Mb= 43.77 M(-)= 20.77 M(-)= 21.85 M(-)= 22.89 M(-)= 24.4 M(-)= 5.16 10 42.2 542.1

M(+)= 24.4 M(+)= 24.49 M(+)= 25.46 M(+)= 26.49 M(+)= 10.01 8 35.8 501.7

V= 11.73 V= 12.04 V= 12.56 V= 13.22 V= 3.94 6 29.5 461.2

C

P= 195.25 P= 295.87 P= 279.92 P= 281.23 P= 163.06 4 29 420.8

C

6 6 6 6 6

M(-)= 20.55 M(-)= 23.59 M(-)= 21.87 M(-)= 23.68 M(-)= 1.63

M(+)= 24 M(+)= 25.89 M(+)= 24.34 M(+)= 25.54 M(+)= 6.57

Columna de 10 varillas No 8V= 11.57 V= 12.85 V= 12 V= 12.78 V= 2.13

B

P= 239.95 P= 300.97 P= 280.42 P= 280.54 P= 162.58

B

6 6 6 6 6

M(-)= 11.99 M(-)= 25.55 M(-)= 20.79 M(-)= 22.87 M(-)= 1.26

M(+)= 16.06 M(+)= 27.26 M(+)= 23.17 M(+)= 24.57 M(+)= 5.96

V= 7.29 V= 13.72 V= 11.42 V= 12.32 V= 3.12

A

P= 199.11 P= 231.4 P= 233.08 P= 235.23 P= 135.85

A

6 6 6 6 6

M(-)= 15.5 M(-)= 21.35 M(-)= 20.44 M(-)= 21.99 M(-)= 1.84

Dibujo Dibujo M(+)= 18.8 M(+)= 23.3 M(+)= 22.63 M(+)= 23.61 M(+)= 6.24

V= 8.91 V= 11.6 V= 11.19 V= 11.84 V= 2.1

Nivel 3Datos Datos 1 2 3 4 5 Varillas No.8 M P 1 2 3 4 5

L1= 40 Pb= 20.59 L1= 40 Poc= .85 fć (Ag-Ast) +( As*fy)

D

P= 98.9 P= 144.27 P= 128.3 P= 129.31 P= 73.43 12 43.7 582.5

D

4 4 4 4 4

L2= 40 L2= 40 M(-)= 14.74 M(-)= 12.71 M(-)= 13.87 M(-)= 14.22 M(-)= 1.09 10 42.2 542.1

d= 35 1=ɛ 0 d= 35 Poc= 542.17 M(+)= 19.14 M(+)= 15.88 M(+)= 19.91 M(+)= 17.4 M(+)= 5.06 8 35.8 501.7

fý= 4200 T1=fs1*As= 85.18 fý= 4200 V= 8.8 V= 7.42 V= 7.94 V= 8.21 V= 1.6 6 29.5 461.2

fć= 250 fć= 250

C

P= 141.45 P= 218.19 P= 206.38 P= 206.89 P= 123.64 4 29 420.8

C

4 4 4 4 4

c=ɛ 0 2=ɛ 0 c=ɛ 0 M(-)= 14.91 M(-)= 14.54 M(-)= 13.18 M(-)= 13.74 M(-)= 1.69

s= y=ɛ ɛ 0 T2=fs2*As= 1.74 s= y=ɛ ɛ 0 M(+)= 19.18 M(+)= 17.59 M(+)= 16.25 M(+)= 16.76 M(+)= 1.97

V= 8.86 V= 8.35 V= 7.64 V= 7.92 V= 1.2

B

P= 173.25 P= 244.32 P= 206.87 P= 206.39 P= 123.05

B

4 4 4 4 4

T3=fs3*As= 85.18 M(-)= 7.95 M(-)= 16.16 M(-)= 12.61 M(-)= 13.36 M(-)= 1.59

a= 17.5 M(+)= 11.72 M(+)= 19.14 M(+)= 15.49 M(+)= 16.23 M(+)= 1.86

V= 5.11 V= 9.17 V= 7.3 V= 7.69 V= 1.3

A

P= 144.14 P= 170.79 P= 171.83 P= 173.19 P= 103.63

A

4 4 4 4 4

M(-)= 10.75 M(-)= 13.05 M(-)= 12.63 M(-)= 13.02 M(-)= 1.15

C=.85 fć ab= 148.75 M(+)= 14.46 M(+)= 15.77 M(+)= 15.4 M(+)= 15.74 M(+)= 2.13

Pb= 150.49 V= 6.55 V= 7.49 V= 7.28 V= 7.47 V= 1.5

Mb= 42.29

Nivel 41 2 3 4 5 Varillas No.8 M P 1 2 3 4 5

D

P= 60.83 P= 91.43 P= 83.25 P= 83.55 P= 49.3 12 43.7 582.5

D

4 4 4 4 4

M(-)= 10.91 M(-)= 5.5 M(-)= 6.79 M(-)= 7 M(-)= 0.45 10 42.2 542.1

Columna de 8 varillas No. 8M(+)= 14.31 M(+)= 7.9 M(+)= 9.41 M(+)= 9.36 M(+)= 3.29 8 35.8 501.7

V= 6.56 V= 3.48 V= 4.21 V= 4.25 V= 0.74 6 29.5 461.2

C

P= 92.65 P= 143.07 P= 132.89 P= 133.05 P= 81.78 4 29 420.8

C

4 4 4 4 4

M(-)= 11.11 M(-)= 7.95 M(-)= 6.59 M(-)= 6.84 M(-)= 2.43

M(+)= 14.02 M(+)= 10.44 M(+)= 9.03 M(+)= 9.05 M(+)= 6.04

V= 6.53 V= 4.78 V= 4.06 V= 4.13 V= 2.2

B

P= 112.51 P= 151.32 P= 133.28 P= 132.69 P= 81.2

B

4 4 4 4 4

Dibujo Dibujo M(-)= 4.22 M(-)= 9.88 M(-)= 6.33 M(-)= 6.8 M(-)= 2.57

M(+)= 7.46 M(+)= 12.03 M(+)= 8.68 M(+)= 8.88 M(+)= 6

V= 3.03 V= 5.69 V= 3.9 V= 4.07 V= 2.23

A

P= 91.24 P= 109.73 P= 110.52 P= 111.34 P= 68.89

A

4 4 4 4 4

M(-)= 7.29 M(-)= 7.03 M(-)= 6.75 M(-)= 6.83 M(-)= 1.82

M(+)= 10.07 M(+)= 9.18 M(+)= 8.95 M(+)= 8.81 M(+)= 5.05

Datos Datos V= 4.5 V= 4.21 V= 4.08 V= 4.06 V= 1.78


L2= 40 L2= 40

d= 35 1=ɛ 0 d= 35 Poc= 501.73

Nivel 5fý= 4200 T1=fs1*As= 63.88 fý= 4200

fć= 250 fć= 250 1 2 3 4 5 Varillas No.8 M P 1 2 3 4 5

c=ɛ 0 2=ɛ 0 c=ɛ 0

D

P= 24.47 P= 38.35 P= 37.96 P= 38.19 P= 23.1 12 43.7 582.5

D

4 4 4 4 4

s= y=ɛ ɛ 0 T2=fs2*As= 1.74 s= y=ɛ ɛ 0 M(-)= 8.64 M(-)= 1.26 M(-)= 2.15 M(-)= 2.23 M(-)= 6.44 10 42.2 542.1

M(+)= 10.92 M(+)= 3.59 M(+)= 3.62 M(+)= 4.1 M(+)= 6.8 8 35.8 501.7

V= 5.08 V= 1.26 V= 1.49 V= 1.64 V= 3.44 6 29.5 461.2

T3=fs3*As= 63.88

C

P= 42.94 P= 65.42 P= 59.48 P= 59.92 P= 37.92 4 29 420.8

C

4 4 4 4 4

a= 17.5 M(-)= 10.13 M(-)= 3.31 M(-)= 2.26 M(-)= 2.27 M(-)= 9.55

M(+)= 14.27 M(+)= 4.28 M(+)= 3.86 M(+)= 4.08 M(+)= 9.58

V= 6.53 V= 1.95 V= 1.59 V= 1.65 V= 4.97

B

P= 50.1 P= 74.65 P= 59.71 P= 59.59 P= 37.41

B

4 4 4 4 4

C=.85 fć ab= 148.75 M(-)= -2 M(-)= 5.75 M(-)= 2.13 M(-)= 2.5 M(-)= 9.43

Pb= 150.49 M(+)= 3.64 M(+)= 7.59 M(+)= 3.48 M(+)= 4.32 M(+)= 9.42

V= 1.46 V= 3.46 V= 1.46 V= 1.77 V= 4.89

Mb= 35.9

A

P= 40.28 P= 48.64 P= 49.03 P= 49.73 P= 32.01

A

4 4 4 4 4

M(-)= 5.69 M(-)= 3.02 M(-)= 2.96 M(-)= 2.8 M(-)= 8.08

M(+)= 8.34 M(+)= 4.45 M(+)= 4.5 M(+)= 4.56 M(+)= 8.2

V= 3.64 V= 1.94 V= 1.94 V= 1.91 V= 4.23

Columna de 6 varillas No. 8

Dibujo Dibujo

Datos Datos


L2= 40 L2= 40

d= 35 1=ɛ 0 d= 35 Poc= 461.3

fý= 4200 T1=fs1*As= 42.59 fý= 4200

fć= 250 fć= 250

c=ɛ 0 2=ɛ 0 c=ɛ 0

s= y=ɛ ɛ 0 T2=fs2*As= 1.74 s= y=ɛ ɛ 0

T3=fs3*As= 42.59

a= 17.5

C=.85 fć ab= 148.75

Pb= 150.49

Mb= 29.51

Columna de 4 varillas No. 8

Dibujo Dibujo

Datos Datos


L2= 40 L2= 40

d= 35 1=ɛ 0 d= 35 Poc= 420.87

fý= 4200 T1=fs1*As= 42.59 fý= 4200

fć= 250 fć= 250

c=ɛ 0 T2=fs2*As= 42.59 c=ɛ 0

s= y=ɛ ɛ 0 s= y=ɛ ɛ 0

a= 17.5

C=.85 fć ab= 148.75

Pb= 148.75

Mb= 29.51

Separación de Estribos

S1 = av*fy*v / Uu*b

S= #NAME? cm

Calculo de losas

Azotea Entrepiso Baños

Cm= 440.6 M(+)= 1606.47 Cm= 465.6 M(+)= 2198.55 Cm= 628.1 M(+)= 2663.03

Cv= 100 M(-)= 3212.93 Cv= 250 M(-)= 4397.1 Cv= 250 M(-)= 5326.06

Ct= 786.84 Ct= 1076.84 Ct= 1304.34

h= 20 d= 17.5 z= 16 h= 20 d= 17.5 z= 16 h= 20 d= 17.5 z= 16

As= 4.05 As= 2.02 As= 5.54 As= 2.77 As= 6.71 As= 3.35

a= 0.8 a= 0.4 a= 1.09 a= 0.55 a= 1.33 a= 0.66

z= 17.1 z= 17.3 z= 16.95 z= 17.23 z= 16.84 z= 17.17

As= 4.97 As= 2.46 As= 6.86 As= 3.38 As= 8.37 As= 4.1

Usando varilla No 3 Usando varilla No 3 Usando varilla No. 4 Usando varilla del no 3

Vs= 7 Vs= 3.46 Vs= 9.66 Vs= 4.76 Vs= 6.59 Vs= 5.78

7 4 9 5 7 6

Calculo de rampa de escalera

Refuerzo en rampa de escalera

Cm= 535.3 L1= 7.13

Cv= 500 L2= 0.5

Ct= 2.24

Rigideses Factores de distribucion

R1= 0.56 Fba= 0.07

ok!R2= 8 Fbc= 0.93

Fba+Fbc= 1

Momentos de empotramiento

M1= 9.49 M2= 0.05

0.07 0.93

-9.49 9.49 -0.05 0.05

9.44

-9.44

-0.62 -8.82

-0.31 -4.41

-9.8 -4.36

M(+)Cl= 13.71

As= 48.37 cm2

Refuerzo longitudinal

Vs No 3 = 38.09 vs

Lecho inferior= 19.04 Separacion= 7.14

Lecho superior= 19.04

Ancho de escalera= 1.4

Refuerzo transversal

S=2h= 20 cm

Anexos

CL

SEGUNDO NIVELEsc. 1: 75 cotas en m

subvestibulo

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre111-R-252513 te

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

"

marca nacobre


"marca nacobre

tubo de cobre

tubo de cobre

conexion de cobre

101-R-3225 cople

"x1"

marca nacobre

conexion de cobre

" marca nacobre

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

FACHADA PRINCIPALEsc. 1: 75 cotas en m

N.P.T.+3.99

N.P.T.+7.83

N.P.T.+11.67

N.P.T.+15.51

N.P.T.+19.57

N.P.T.+0.15

N.P.T.+22.71

TINACO

CL

PLANTA BAJAEsc. 1: 75 cotas en m

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre


"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

"

marca nacobre


"marca nacobre

tubo de cobre

tubo de cobre

conexion de cobre101-R-3225 cople

"x1"

marca nacobre

conexion de cobre

"

marca nacobre

bomba centrifuga de superficie

en fierro BBA.CENT.CMB 300-T

4HP 380V

tubo de cobre de

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.N.P.T.

CL


subvestibulo

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre


"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

"

marca nacobre


"marca nacobre

tubo de cobre

tubo de cobre

conexion de cobre

101-R-3225 cople

"x1"

marca nacobre

conexion de cobre

" marca nacobre

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

CL

PLANTA BAJAEsc. 1: 75 cotas en m

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre


"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

"

marca nacobre


"marca nacobre

tubo de cobre

tubo de cobre

conexion de cobre101-R-3225 cople

"x1"

marca nacobre

conexion de cobre

"

marca nacobre

bomba centrifuga de superficie

en fierro BBA.CENT.CMB 300-T

4HP 380V

tubo de cobre de

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.N.P.T.

CL


subvestibulo

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre


"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

"

marca nacobre

conexion de cobre

111-R-252513 te

"

marca nacobre

conexion de cobre

"

marca nacobre


"marca nacobre

tubo de cobre

tubo de cobre

conexion de cobre

101-R-3225 cople

"x1"

marca nacobre

conexion de cobre

" marca nacobre

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

N.P.T.

PLANTA DE CIMENTACIONEsc. 1: 75 cotas en m

C-10 C-10C-10C-10C-10

C-10 C-10 C-10 C-10 C-10

C-10

C-8

C-8

C-8

C-8

C-8

C-8C-10

C-8 C-8

2 Vs No 5

2 Vs No 54 Vs No 5 4 Vs No 5

2 Vs No 5

2 Vs No 5

ARMADO DE CONTRATRABES

DETALLE EN ZAPATA Z-1 DETALLE DADO D-1

E#4@10 cm

DETALLE CONTRATRABE CT-1

6 VS No 5

Z-1Z-1Z-1 Z-1

Z-1Z-1Z-1 Z-1

Z-1Z-1Z-1 Z-1

Z-1Z-1Z-1 Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

Z-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

D-1

E no 3@15 cm E no 3 @15 cm E no 3 @15 cm E no 3 @15 cm E no 3 @15 cm E no 3 @15 cmE no 3 @15 cm

Vs No 6 @ 25 cm ambos sentidos,doble armado

DETALLE DE LOSA DECIMENTACION PARACUBO DE ASCENSOR

6 VS No 5

2 VS No 4 4 VS No 8

LC-01

LC-01

CL CL

Corte Cl-Cl

Vs No 4 @ 20cm

Vs No 4 @ 20cm

N.P.T.+19.61

N.P.T.+15.76N.P.T.+15.76N.P.T.+15.76 N.P.T.+15.76

N.P.T.+11.91N.P.T.+11.91N.P.T.+11.91 N.P.T.+11.91

N.P.T.+8.06N.P.T.+8.06N.P.T.+8.06 N.P.T.+8.06

N.P.T.+4.21N.P.T.+4.21N.P.T.+4.21 N.P.T.+4.21

N.P.T.+0.15N.P.T.+0.15N.P.T.+0.15 N.P.T.+0.15

Huella=27cm

Peralte=17cmGrosor rampa=10cm

Huella=25.8cmPeralte=17.5cmGrosor rampa=10cm

ESC-01ESC-02

ESC-01

ESC-01

ESC-01

ESC-01

ESC-02Muro para cajon de ascesor

Doble armado con Vs No.6 @25cmen ambos sentidos

CORTE CL-CL

2 Vs No 8

2 Vs No 81 Vs No 8

Corte 2Corte 1

Corte 1 Corte 2

3 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Eje A y B Nivel 4

2 Vs No 8

2 Vs No 81 Vs No 8

Corte 2Corte 1

Corte 1 Corte 2

3 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Eje C y D Nivel 4

1E#3@5cm,9E#3@11cm,Resto @ 20cm 1E#3@5cm,9E#3@10cm,6E#3@15cm,Resto @ 20cm 1E#3@5cm,9E#3@10cm,5E#3@15cm,Resto @ 20cm 1E#3@5cm,9E#3@10cm,5E#3@15cm,Resto @ 20cm 1E#3@5cm,10E#3@9cm,6E#3@15cm,Resto @ 20cm

2 Vs No 8

Corte 1

2 Vs No 8

Trabe secundaria 1 y 2 Nivel 1

1E#3@5cm,9E#3@11cm,12E#3@15cm,Resto @ 20cm

Corte 1

2 vs no 8

2 vs no 8

1E#3@5cm,9E#3@10cm,4E#3@15cm,Resto @ 20cm 1E#3@5cm,10E#3@9cm,6E#3@15cm,Resto @ 20cm 1E#3@5cm,10E#3@9cm,6E#3@15cm,Resto @ 20cm1E#3@5cm,10E#3@9cm,6E#3@15cm,Resto @ 20cm

PLANTA ESTRUCTURAL NIVEL 4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8

1 Vs No 81 Vs No 83 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Eje 5,3,2 Y 1 Nivel 4

Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8


2 vs no 8 2 vs no 8

4 vs no 8

Eje 4 Nivel 4


1E#3@5cm,10E#3@9cm,6E#3@15cm,Resto @ 20cm 1E#3@5cm,10E#3@9cm,6E#4@15cm,Resto @ 20cm 1E#3@5cm,10E#3@9cm,6E#3@15cm,Resto @ 20cm 1E#3@5cm,9E#3@11cm,Resto @ 20cm


Linea de trabes TB4-01




N-1

N-2

N-1

N-1 N-2

N-1

N-1 N-2

N-1 N-2

LN-03 Losa de entrepiso

LN-04

DETALLE DE LOSA CASETONADA

DETALLE DE ARMADO EN COLUMNA

N-1 N-2N-1 N-2

TrabeTrabe

C-4

6E#3@10cm

11E#3@20cm

6E#3@10cm

4 vs no 8

DETALLE DE TRABES SECUNDARIASLN-04 LN-03 LN-03 LN-03

LN-03 LN-03 LN-03

LN-03 LN-03 LN-03LN-03

LN-03 LN-03 LN-03LN-03

LN-03

LN-03

LN-03

Secundaria 2

Secundaria 1

DETALLE DE ARMADO EN TRABES EJE NUMERICO

SECCION 30X50

DETALLE DE ARMADO EN TRABES EJE ALFABETICO

SECCION 30X50

SECCION 30X50

SECCION 30X50

Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8


2 vs no 8 2 vs no 8

2 vs no 8

Eje 5,4,3 Nivel 1

Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8


3 vs no 8 2 vs no 8

7 vs no 8

Eje 2 y 1 Nivel 11 Vs No 8 1 Vs No 8


Corte 3

Corte 3

2 vs no 8

6 vs no 8

2 Vs No 8 1 Vs No 8

2 Vs No 84 Vs No 8

Corte 2Corte 1 Corte 3

Corte 1 Corte 2

6 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Corte 3

3 vs no 8

6 vs no 8

Eje A y B Nivel 1

2 Vs No 8

2 Vs No 84 Vs No 8

Corte 2Corte 1

Corte 1 Corte 2

6 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Eje C y D Nivel 1




2 Vs No 8

Corte 1

2 Vs No 8



Corte 1

2 vs no 8

2 vs no 8

1E#3@5cm,13E#3@7cm,7E#3@15cm,Resto @ 20cm 1E#3@5cm,13E#3@8cm,8E#3@15cm,Resto @ 20cm 1E#3@5cm,13E#3@7cm,7E#3@15cm,Resto @ 20cm1E#3@5cm,13E#3@7cm,8E#3@15cm,Resto @ 20cm

PLANTA ESTRUCTURAL PLANTA BAJA

Columna 40x40

C-8

Columna 40x40

C-8

Columna 40x40

C-8

Columna 40x40

C-8

Columna 40x40

C-8

Columna 40x40

C-8

Columna 40x40

C-8

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10

Columna 40x40

C-10


N-1

N-2

N-1

N-1 N-2

N-1

N-1 N-2

Losa de entrepiso

N-1 N-2



DETALLE DE TRABES SECUNDARIAS

LN-02 LN-01 LN-01 LN-01

LN-01 LN-01 LN-01

LN-01 LN-01 LN-01LN-01

LN-01 LN-01 LN-01LN-01

LN-01

LN-01

LN-01

LN-02

LN-01

N-1 N-2N-1 N-2

TrabeTrabe


N-1 N-2N-1 N-2

TrabeTrabe

C-10 C-8

7E#3@9cm

9E#3@18cm

7E#3@9cm

6E#3@10cm

11E#3@20cm

6E#3@10cm

10 vs no 8 8 vs no 8

Secundaria 2

Secundaria 1

SECCION 30X50

SECCION 30X50

SECCION 30X50

SECCION 30X50

Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8


2 vs no 8 2 vs no 8

2 vs no 8

Eje 5,4,3 Nivel 2

Corte 2Corte 1 Corte 1 Corte 2

2 Vs No 8


3 vs no 8 2 vs no 8

6 vs no 8

Eje 2 Nivel 2


2 Vs No 8

2 Vs No 83 Vs No 8

Corte 2Corte 1

Corte 1 Corte 2

5 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Eje A y B Nivel 2

2 Vs No 8

2 Vs No 83 Vs No 8

Corte 2Corte 1

Corte 1 Corte 2

5 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Eje C y D Nivel 2




2 Vs No 8

Corte 1

2 Vs No 8



Corte 1

2 vs no 8

2 vs no 8

1E#3@5cm,12E#3@8cm,7E#3@15cm,Resto @ 20cm 1E#3@5cm,12E#3@8cm,7E#3@15cm,Resto @ 20cm 1E#3@5cm,12E#3@8cm,7E#3@15cm,Resto @ 20cm 1E#3@5cm,12E#3@8cm,7E#3@15cm,Resto @ 20cm


Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Columna 40x40

C-6

Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8

2 Vs No 83 Vs No 8 5 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Eje 1 Nivel 2


N-1

N-2

N-1

N-1 N-2

N-1

N-1 N-2

N-1 N-2LN-04 LN-03 LN-03 LN-03

LN-03 LN-03 LN-03

LN-03 LN-03 LN-03LN-03

LN-03 LN-03 LN-03LN-03

LN-03

LN-03

LN-03

Secundaria 2

Secundaria 1

LN-03

LN-04




SECCION 30X50

SECCION 30X50

SECCION 30X50

SECCION 30X50

SECCION 30X50

SECCION 30X50



N-1 N-2N-1 N-2

TrabeTrabe

C-6

6E#3@10cm

11E#3@20cm

6E#3@10cm

6 vs no 8

Losa de entrepiso

2 Vs No 8

2 Vs No 82 Vs No 8

Corte 2Corte 1

Corte 1 Corte 2

4 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8

Eje A y B Nivel 1

2 Vs No 8

2 Vs No 82 Vs No 8

Corte 2Corte 1

Corte 1 Corte 2

4 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8


2 Vs No 8

Corte 1

2 Vs No 8



Corte 1

2 vs no 8

2 vs no 8



Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Columna 40x40

C-4

Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8


2 vs no 8 2 vs no 8

2 vs no 8

Eje 5,4,3 Nivel 3

Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8


2 vs no 8 2 vs no 8

5 vs no 8

Eje 2 Nivel 3




Corte 2Corte 1

Corte 1 Corte 2

2 Vs No 8


2 vs no 8 2 vs no 8

2 vs no 8

Eje 1 Nivel 3


2 Vs No 8

2 Vs No 81 Vs No 8

Corte 2Corte 1

Eje D Nivel 1


Eje C Nivel 1

Corte 1 Corte 2

3 vs no 8

2 vs no 8 2 vs no 8

2 vs no 8


TB3-03 TB3-03 TB3-03 TB3-03

N-1

N-2

N-1

N-1

N-2

N-1

N-1 N-2

N-1 N-2LN-04 LN-03 LN-03 LN-03

LN-03 LN-03 LN-03

LN-03 LN-03 LN-03LN-03

LN-03 LN-03 LN-03LN-03

LN-03

LN-03

LN-03

Secundaria 2

Secundaria 1

LN-03 Losa de entrepiso

LN-04




DETALLE DE ARMADO EN TRABES EJE ALFABETICODETALLE DE ARMADO EN COLUMNA

N-1 N-2N-1 N-2

TrabeTrabe

C-4

6E#3@10cm

11E#3@20cm

6E#3@10cm

4 vs no 8

SECCION 30X50

SECCION 30X50

SECCION 30X50

SECCION 30X50

SECCION 30X50

bajada de cargas uv

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