diseño de labaÑileria confinada.docx

CURSO: ALBAILERA ESTRUCTURALCICLO: VIDOCENTE: ING. LUZ ALVAREZ ASTOINTEGRANTES: BALLARTE MORENO JOS CAPCHA HERNANDEZ PAULO CASTILLO CASTILLO LIZ ESPINOZA EUSEBIO TATIANA HONORES TANTALEAN GREGORY QUIROZ VIERA CSARDISEO DE UN EDIFICIO DE 6 PISOSE.A.P. ING. CIVILUNIVERSIDAD NACIONAL DEL SANTA

Contenido

DISEO ESTRUCTURAL DE UN EDIFICIO DE 6 PISOS1I.OBJETIVOS11.1.Objetivo General11.2.Objetivos Especficos1II.DATOS GENERALES12.1.Nmero de pisos12.2.Ubicacin12.3.Descripcin del suelo12.4.Zonificacin22.5.Categora de la edificacin22.6.Dimensiones del terreno22.7.Descripcin del edificio2III.DESARROLLO DEL DISEO ESTRUCTURAL33.1.PREDIMENSIONAMIENTO DE ELEMENTOS ESTRUCTURALES53.2.METRADO PARA SISMOS113.3.CENTRO DE MASA, RIGIDEZ Y EXCENTRICIDAD183.4.ESFUERZO AXIAL POR GRAVEDAD.263.5.CORTANTE BASAL273.6.EFECTOS POR TORSIN293.7.METRADO POR REAS TRIBUTARIAS503.8.PLANOS51IV.BIBLIOGRAFA55

INFORME FINAL ALBAILERA ESTRUCTURALDISEO ESTRUCTURAL DE UN EDIFICIO DE 6 PISOS

I. OBJETIVOS

1.1. Objetivo General

Realizar el diseo estructural de un edificio de 6 pisos.

1.2. Objetivos Especficos

Realizar el pre dimensionamiento de los elementos estructurales. Realizar el metrado (para sismos) de todo el edificio. Determinar el centro de masa, rigidez y excentricidad para cada nivel del edificio. Verificar el edificio por esfuerzo axial por gravedad. Determinar la Cortante Basal. Determinar los efectos por torsin. Realizar el metrado por reas tributarias. Realizar los planos estructurales y arquitectnicos de todo el edificio.

II. DATOS GENERALES

2.1. Nmero de pisos:6 niveles

2.2. Ubicacin:

Distrito:Nvo. ChimboteProvincia:Del SantaDepartamento:AncashRegin:Costa

2.3. Descripcin del suelo:

Tipo de suelo rocoso o suelo muy rgido.

Parmetros del suelo:Tp=0.4S=1.0

2.4. Zonificacin:

La ubicacin del edificio es en la regin costa, por lo que se encuentra en una zona ssmica 3. Del cual se obtiene su factor de zona igual a:Z = 0.4

2.5. Categora de la edificacin

El edificio est clasificado, segn el RNE (Norma E030), en la categora C: Edificios comunes. Por lo que se le asigna un factor de uso U = 1.0

2.6. Dimensiones del terreno

El terreno donde se construir el edificio, tiene dimensiones de 5.6m x 20m.

2.7. Descripcin del edificio

El edificio, que consta de 6 niveles, ser utilizado como una pensin para estudiantes o trabajadores, en la cual consta de un comedor pblico en el primer piso, y los posteriores pisos, diversos dormitorios para la hospitalidad de los huspedes. Cabe mencionar que del segundo al sexto piso, estos tendrn el mismo diseo tanto arquitectnico como estructural.

III. DESARROLLO DEL DISEO ESTRUCTURAL

PRIMER PISO

SEGUNDO PISO

3.1. PREDIMENSIONAMIENTO DE ELEMENTOS ESTRUCTURALES

3.1.1. MUROS

3.1.1.1. ESPESOR

PRIMER NIVELh= 2.60mH0.130m

SEGUNDO NIVELh= 2.60mH0.130m

Conclusin: Observamos que en cada nivel hay espesores iguales debido a que tenemos alturas iguales en cada nivel, entindase que la altura que se debe considerar para el anlisis debe ser altura sin arriostramiento entonces tomaremos de la siguiente manera:Muros Perimtricos: 0.25 m c/tarrajeoMuros Interiores: 0.15 m c/tarrajeo

Los muros ubicados en el permetro de la edificacin son importantes porque proporcionan rigidez torsional al edificio por lo tanto se tomaron de 0.25 m3.1.1.2. DENSIDAD

Datos:Z= 0.4 S= 1 Largo= 20 mU= 1 N= 6 Ancho= 5.60 mL= es funcin de cada muro t =de cada muroHallando:

Ap=5.60x16.7 =93.52m2

3.1.1.2.1. PRIMER PISO

A) DENSIDAD EN X

EN DIRECCIN DEL EJE "X" primer piso

MurosL(m)t(m)N vecesL*t*N

X14.250.2310.9775

X21.70.1330.663

X32.50.1310.325

X43.050.1310.3965

X54.20.2310.966

X63.950.1310.5135

X73.10.1310.403

=4.2445

0.04540.042857143(CORRECTO)

B) DENSIDAD EN Y

EN DIRECCIN DEL EJE "Y" primer piso

MurosL(m)t(m)NAcN = LtN

Veces

Y116,450,2313,7835

Y23,250,1310,42

Y31,1No se considera por L < 1.2

Y43,550,1310,46

Y530,1310,39

Y616,70,2313,841

=8,8985

0,09520,04285714CORRECTO

3.1.1.2.2. SEGUNDO-SEXTO PISO

A) DENSIDAD EN XEN DIRECCIN DEL EJE "X" 2-6 piso


Veces

X12,7250,2310,62675

X22,8750,2310,66125

X31,7750,1310,23075

X41,6750,1310,21775

X54,20,1321,092

X61,70,1310,221

X71,750,1310,2275

X82,550,1310,3315

X91,05No se considera por L < 1.2

X103,050,1310,3965

X121,750,1310,2275

=4,2325

0,04530,04285714CORRECTO

B) DENSIDAD EN Y

EN DIRECCION DEL EJE Y 2-6 piso


Veces

Y117,250,2313,9675

Y20,8No se considera por L < 1.2

Y33,870,1310,5031

Y42,1350,1310,28

Y530,1320,78

Y62,020,1310,2626

Y717,450,2314,0135

=9,80425

0,10480,04285714CORRECTO

1.1.1. VIGASa) PRIMER PISODIMENSIONAMIENTO VIGAS

Peralte =Ln/10ANCHO=Peralte/2

PISO 1

TramosLONG. 1LONG. 2LONG. 3LONG. 4LONG. 5LONG. 6LONG. 7PERALTEANCHOPERALTE REDONDEADO

EJE A-A3.0153.0853.152.41.53.33.350.340.250.35

EJE B-B3.0153.0853.152.41.53.33.350.340.250.35

EJE C-C3.152.4-----0.320.250.35

EJE D-D3.151.25-----0.320.250.35

EJE E-E1.53.3-0.330.250.35

EJE 1-12.6751.3751.3----0.270.250.30

EJE 2-25.35------0.540.300.55

EJE 3-31.11.552.7----0.270.250.30

EJE 4-41.11.552.7----0.270.250.30

EJE 5-51.41.32.65----0.270.250.30

EJE 6-61.11.1753.075----0.310.250.35

EJE 7-71.853.5-----0.350.250.40

EJE 8-82.7252.725-----0.270.150.20

b) SEGUNDO-SEXTO PISOPISO 2 al 6

TramosLONG. 1LONG. 2LONG. 3LONG. 4LONG. 5LONG. 6LONG. 7LONG. 8PERALTEANCHOPERALTE REDONDEADO

EJE A-A3.0153.0853.152.41.53.33.35-0.3350.250.35

EJE B-B3.0153.0853.152.41.53.33.351.1250.3350.250.35

EJE C-C3.152.4------0.3150.250.35

EJE D-D3.151.25------0.3150.250.35

EJE E-E3.31.125------0.330.250.35

EJE 1-12.6752.675------0.26750.250.30

EJE 2-25.35-------0.5350.30.55

EJE 3-31.11.552.7-----0.270.250.30

EJE 4-41.11.552.7-----0.270.250.30

EJE 5-51.41.32.65-----0.2650.250.30

EJE 6-60.951.3253.075---0.30750.250.35

EJE 7-71.853.5------0.350.250.35

1.1.2. LOSA ALIGERADA

a) PRIMER PISO

ESPESOR DE LOSA

Losa =Ln/25

PISO 1

TramosLONG. 1LONG. 2ESPESOR ESPESOR REDONDEADO

Tramo 15.12.7650.200.25

Tramo 25.12.8850.200.25

Tramo 30.92.80.110.17

Tramo 42.452.80.110.17

Tramo 50.91.10.040.17

Tramo 61.251.10.050.17

Tramo 71.21.10.050.17

Tramo 80.90.90.040.17

Tramo 91.6881.350.070.17

Tramo 103.1621.350.130.17

Tramo 111.68830.120.17

Tramo 123.16230.130.17

b) SEGUNDO-SEXTO PISOPISO 2 al 6

TramosLONG. 1LONG. 2ESPESOR ESPESOR REDONDEADO

Tramo 15.12.7650.200.25

Tramo 25.12.8850.200.25

Tramo 30.92.80.110.17

Tramo 42.452.80.110.17

Tramo 50.91.10.040.17

Tramo 61.251.10.050.17

Tramo 71.21.10.050.17

Tramo 80.90.90.040.17

Tramo 91.6881.350.070.17

Tramo 103.1621.350.130.17

Tramo 111.68830.120.17

Tramo 123.16230.130.17

Conclusin: se analiza cada tramo tomando como luz libre la longitud

ms larga de cada tramo, luego el espesor de la losa sali:

Espesor de losa: 0.25 m

1.1.3. COLUMNAS

DIMENSIONAMIENTO COLUMNAS

Acolumna=(P*A*n) /( Coef.*f'c)

COLUMNAPA (tributaria)n PISOSf'cCOEFICIENTEA (columna)AnchoLargoDimension

C - 110002.16761750.35212.278258.49125x25

C - 210003.090461750.45235.459259.41825x25

C - 310003.05461750.45232.686259.30725x15

C - 410001.130661750.35110.753254.43025x15

C - 510008.750961750.45666.7352526.66925x30

C - 610008.750961750.45666.7352526.66925x30

C - 710001.939961750.45147.802255.91225x15

C - 810004.394461750.45334.8112513.39225x15

C - 910006.967861750.45530.8802521.23525x25

C - 1010004.43461750.45337.8292513.51325x15

C - 1110001.776361750.45135.337255.41325x15

C - 1210004.005261750.45305.1582512.20625x15

C - 1310005.8861750.45448.0002517.92025x20

C - 1410002.478861750.45188.861257.55425x15

C - 1510001.429761750.45108.930254.35725x15

C - 1610001.873461750.45142.735255.70925x15

C - 1710001.771961750.45135.002255.40025x15

C - 1810003.77561750.45287.6192511.50525x15

C - 1910001.454761750.45110.834254.43325x15

C - 2010002.820361750.45214.880258.59525x15

C - 2110005.106361750.45389.0512515.56225x20

C - 2210003.918761750.45298.5682511.94325x15

C - 2310001.728161750.35169.283256.77125x25

C - 2410004.834461750.45368.3352514.73325x15

C - 2510003.237561750.35317.1432512.68625x25

C - 2610000.243861750.3523.882250.95525x15

C - 2710000.243861750.3523.882250.95525x15

C - 2810000.433261750.3542.436251.69725x15

C - 2910000.416261750.4531.710251.26825x15

C - 3010000.433261750.3542.436251.69725x15

COLUMNASC1: DIMENSIN 0.25mX0.25m CANTIDAD 5C2: DIMENSIN 0.25mX0.15m CANTIDAD 21C3: DIMENSIN 0.25mX0.30m CANTIDAD 2C3: DIMENSIN 0.20mX0.25m CANTIDAD 2

3.2. METRADO PARA SISMOS

3.2.1. VIGASa) PRIMER PISO

METRADO DE VIGAS

1 PISO

VIGAPESOALTOANCHOLARGOSUBTOTAL

V - 124000.350.250.8168

V - 224000.350.252.765580.65

V - 324000.350.252.885605.85

V - 424000.350.253630

V - 524000.350.252.25472.5

V - 624000.350.251.35283.5

V - 724000.350.253.1651

V - 824000.20.153216

V - 924000.350.251210

V - 1024000.350.252.765580.65

V - 1124000.350.252.885605.85

V - 1224000.350.253630

V - 1324000.350.252.25472.5

V - 1424000.350.251.35283.5

V - 1524000.350.253.1651

V - 1624000.20.153216

V - 1724000.350.252.8588

V - 1824000.350.252.25472.5

V - 1924000.350.252.8588

V - 2024000.350.251.25262.5

V - 2124000.350.251.35283.5

V - 2224000.350.253630

V - 2324000.350.251210

V - 2424000.350.251210

V - 2524000.30.252.475445.5

V - 2624000.30.251.225220.5

V - 2724000.30.251.1198

V - 2824000.550.35.12019.6

V - 2924000.30.250.9162

V - 3024000.30.251.3234

V - 3124000.30.252.5450

V - 3224000.30.250.9162

V - 3324000.30.251.25225

V - 3424000.30.251.2216

V - 3524000.30.251.15207

V - 3624000.30.251.05189

V - 3724000.30.252.4432

V - 3824000.350.250.9189

V - 3924000.350.251210

V - 4024000.350.252.85598.5

V - 4124000.40.251.65396

V - 4224000.40.253.3792

V - 4324000.20.152.525181.8

V - 4424000.20.152.525181.8

PESO TOTAL DE VIGAS PRIMER PISO18211.2

b) SEGUNDO-SEXTO PISOMETRADO DE VIGAS

2-6 PISO

VIGAPESOALTOANCHOLARGOSUBTOTAL

V - 124000.350.250.8168

V - 224000.350.252.765580.65

V - 324000.350.252.885605.85

V - 424000.350.253630

V - 524000.350.252.25472.5

V - 624000.350.251.35283.5

V - 724000.350.253.1651

V - 824000.20.153216

V - 924000.350.251210

V - 1024000.350.252.765580.65

V - 1124000.350.252.885605.85

V - 1224000.350.253630

V - 1324000.350.252.25472.5

V - 1424000.350.251.35283.5

V - 1524000.350.253.1651

V - 1624000.20.153216

V - 1724000.350.252.8588

V - 1824000.350.252.25472.5

V - 1924000.350.252.8588

V - 2024000.350.251.25262.5

V - 2124000.350.251.35283.5

V - 2224000.350.253630

V - 2324000.350.251210

V - 2424000.350.251210

V - 2524000.30.252.475445.5

V - 2624000.30.252.475445.5

V - 2724000.550.35.12019.6

V - 2824000.30.250.9162

V - 2924000.30.251.3234

V - 3024000.30.252.5450

V - 3124000.30.250.9162

V - 3224000.30.251.25225

V - 3324000.30.251.2216

V - 3424000.30.251.15207

V - 3524000.30.251.05189

V - 3624000.30.252.4432

V - 3724000.350.250.9189

V - 3824000.350.251210

V - 3924000.350.252.85598.5

V - 4024000.40.251.65396

V - 4124000.40.253.3792

V - 4224000.20.152.525181.8

V - 4324000.20.152.525181.8

PESO TOTAL DE VIGAS 2-6 PISO18238.2

PESO TOTAL DE VIGAS = 18211.2+18238*5 = 109402.2

3.2.2. LOSA ALIGERADAa) PRIMER PISOMETRADO DE LOSAS

PRIMER PISO

LOSAPESO (kg/m2)ANCHO (m)LARGO (m)SUBTOTAL (kg)

L - 13502.7655.14935.525

L - 23502.8855.15149.725

L - 33500.92.8882

L - 43502.452.82401

L - 53500.91.1346.5

L - 63501.11.25481.25

L - 73501.11.2462

L - 83500.90.9283.5

L - 93501.351.688797.58

L - 103501.353.1621494.045

L - 113501.68831772.4

L - 123503.1623.1633500.4921

L - A35012.475866.25

L - B3500.82.475693

L - C35012.625918.75

TOTAL DEL PRIMER PISO24984.0171

Como los dems pisos (del 2 al 6) tienen las mismas caractersticas del primer piso, entonces:PESO TOTAL DE LOSAS = 24984.0171x6PESO TOTAL DE LOSAS = 149904.1026 kg

3.2.3. COLUMNAS

METRADO DE COLUMNAS

COLUMNAPESOANCHOLARGOALTOCANTIDADSUBTOTAL

C - 124000.250.2517.25512937.5

C - 224000.150.2517.251523287.5

C - 324000.250.317.2526210

C - 424000.20.2517.2524140

C-224000.150.252.9561593

PESO TOTAL DE COLUMNAS48168

PESO COLUMNAS = 48168 kg

3.2.4. MUROS

METRADO DE MUROS

PRIMER PISO

MUROpeso kg/m3Ancho(m)Largo(m)Alto(m)CANTTOTAL (kg)

EJE A-A; B-B entre 8-8 y 9-918000.252.7502.525078.25

EJE A-A; B-B entre 6-6 y 7-718000.253.1072.526990.75

EJE A-A; B-B entre 5-5 y 6-618000.251.3572.526187.50

EJE A-A; B-B entre 4-4 y 5-518000.252.2572.526990.75

EJE A-A; B-B entre 3-3 y 4-418000.252.922.523053.25

EJE A-A; B-B entre 2-2 y 3-318000.252.8922.525078.25

EJE A-A; B-B entre 1-1 y 2-218000.252.752.526570.00

EJE C-C entre 6-6 y 7-718000.153.252.511952.10

EJE C-C entre 3-3 y 4-418000.152.82.511856.25

EJE 9-9 entre A-A y B-B18000.152.5252.6524650.75

EJE 6-6 entre D-D y B-B18000.152.852.511890.00

EJE 5-5 entre D-D y B-B18000.152.42.5511738.46

Entre bao y escalera18000.153.12.612000.70

EJE 4-4 entre D-D y B-B18000.152.52.5511652.40

EJE 3-3 entre D-D y B-B18000.151.72.5512134.35

EJE 7-7 entre C-C y B-B18001734.08

Muro lleno0.154.052.451.49

Descontando ventana0.152.51.40.53

sub total0.96

EJE 4-4 entre C-C y D-D1800710.775

Muro lleno0.151.352.550.52

Descontando puerta0.151.350.60.12

0.39

EJE 3-3 entre C-C y D-D1800364.5

Muro lleno0.151.352.550.52


sub total0.20

EJE 1-1 entre A-Ay D-D18001280.8125

Muro lleno0.252.4752.551.58


0.71

EJE 4-4 entre D-D y B-B1800633.94

Muro lleno0.251.2252.550.78


sub total0.35

=62547.86

PESO MUROS PRIMER PISO = 62547.86 kg

METRADO DE MUROS

SEGUNDO PISO

MUROPeso kg/m3Ancho(m)Largo(m)Alto(m)CANTTOTAL (kg)

EJE A-A; B-B entre 6-6 y 7-718000.253.12.526975.00

EJE A-A; B-B entre 5-5 y 6-618000.251.352.523037.50

EJE A-A; B-B entre 4-4 y 5-518000.252.252.526975.00

EJE A-A; B-B entre 3-3 y 4-418000.252.9882.523037.50

EJE A-A; B-B entre 2-2 y 3-318000.252.8852.525062.50

EJE A-A; B-B entre 1-1 y 2-218000.252.7652.526723.00

EJE C-C entre 6-6 y 7-718000.152.272.511947.38

EJE C-C entre 3-3 y 4-418000.152.82.511866.38

EJE D-D entre 1-1 y 2-218000.153.0152.511532.25

EJE 6-6 entre D-D y B-B18000.152.8492.511890.00

EJE 5-5 entre D-D y B-B18000.152.42.5512075.83

Escalera, entre 4 y 518000.152.552.612000.00

EJE 4-4 entre D-D y B-B18000.151.752.5511652.40

EJE 3-3 entre D-D y B-B18000.152.52.5511755.68

EJE 2-2 entre C-C y D-D18000.151.6252.511181.25

EJE 2-3 entre D-D y B-B18001250.30

Muro lleno0.152.1352.450.78

Descontando ventana0.1510.60.09

sub total0.69


Muro lleno0.151.352.550.52


0.16


Muro lleno0.151.32.550.50


sub total0.16

EJE 1-1 entre A-Ay D-D18001447.875

Muro lleno0.252.4752.751.70


0.80

EJE 4-4 entre D-D y B-B18001280.81

Muro lleno0.252.4752.601.61


sub total0.71

EJE C-C entre 3-3y 4-41800945

Muro lleno0.252.82.501.75


0.53

EJE D-D entre 3-3 y 4-418001449.00

Muro lleno0.252.82.501.75


sub total0.81

=54657.04

PESO MUROS SEGUNDO PISO = 54657.04 kg

PESO TOTAL DE MUROS = 335833.07 Kg

3.2.5. ACABADOS

METRADO DE ACABADOS

PISOpeso kg/m2largoanchocantidadTOTAL (kg)

Primer Piso100205.6111200

Segundo-Sexto Piso100205.6556000

=67200.00

PESO DE ACABADOS = 67200.00 kg

3.2.6. OTROS

METRADO DE ESCALERAS

METRADO ESCALERAS

EscalerasVolumen (m3)Peso volum.Kg/m3PESOkg

V1V2V3

1er piso0.810.34920.1813524003217.32

2do piso0.810.34920.1813524003217.32

3er piso0.810.34920.1813524003217.32

4to piso0.810.34920.1813524003217.32

5to piso0.810.34920.1813524003217.32

TOTAL16086.6

3.2.7. SOBRECARGA

METRADO DE SOBRECARGA O CARGA VIVA

PISOpeso kg/m2largoancho%cantidadTOTAL (kg)

Primer Piso200205.62515600

Segundo-Sexto Piso200205.625528000

=33600.00

SOBRECARGA TOTAL = 33600.00 kg

3.3. CENTRO DE MASA, RIGIDEZ Y EXCENTRICIDAD

3.3.1. CENTRO DE MASA DE MUROS

a) PRIMER PISO

CENTRO DE MASA - 1ER PISO

MUROLthP. volum.PesoxyP*xP*y

12.7650.232.618002976.2460.1151.633342.2684860.210

22.8850.232.618003105.4140.1154.708357.12314620.289

33.0250.232.618003256.1100.1157.8374.45325397.658

42.250.232.618002421.9000.11510.575278.51925611.593

51.350.232.618001453.1400.11512.525167.11118200.579

63.10.232.618003336.8400.11514.9383.73749718.916

72.7650.232.618002976.2465.4851.63316324.7094860.210

82.8850.232.618003105.4145.4854.70817033.19614620.289

93.0250.232.618003256.1105.4857.817859.76325397.658

102.250.232.618002421.9005.48510.57513284.12225611.593

111.350.232.618001453.1405.48512.5257970.47318200.579

123.10.232.618003336.8405.48514.918302.56749718.916

133.250.132.618001977.3001.22515.0752422.19329807.798

143.30.232.618003552.1203.716.57513142.84458876.389

152.850.132.618001733.9403.92513.2756805.71523018.054

162.40.132.618001460.1604.1511.7756059.66417193.384

173.10.132.618001886.0402.77510.6255233.76120039.175

181.350.132.61800821.34029.3751642.6807700.063

192.50.132.618001521.0004.19.3756236.10014259.375

202.80.132.618001703.5201.2257.82086.81213287.456

211.30.132.61800790.92026.2251581.8404923.477

221.70.132.618001034.2804.56.2254654.2606438.393

TOTAL49579.920142543.908472362.050

Xcm =(P*x)/P =2.875

Ycm=(P*y)/P =9.527

Centro de masa de muros 1er piso: (2.875, 9.527)

b) SEGUNDO-SEXTO PISOCENTRO DE MASA - 2DO-6TO PISO

MUROLthP. volum.PesoxyP*xP*y

12.7650.232.618002976.2460.1152.633342.2687836.456

22.8850.232.618003105.4140.1155.708357.12317725.703

33.0250.232.618003256.1100.1158.8374.45328653.768

42.250.232.618002421.9000.11511.575278.51928033.493

51.350.232.618001453.1400.11513.525167.11119653.719

63.10.232.618003336.8400.11515.9383.73753055.756

72.7650.232.618002976.2465.4852.63316324.7097836.456

82.8850.232.618003105.4145.4855.70817033.19617725.703

93.0250.232.618003256.1105.4858.817859.76328653.768

102.250.232.618002421.9005.48511.57513284.12228033.493

111.350.232.618001453.1405.48513.5257970.47319653.719

123.10.232.618003336.8405.48515.918302.56753055.756

131.650.232.618001776.0601.07517.5751909.26531214.255

142.020.132.618001228.9681.22516.5651505.48620357.855

152.850.132.618001733.9403.92514.2756805.71524751.994

162.40.132.618001460.1604.1512.7756059.66418653.544

172.550.132.618001551.4202.67511.6254150.04918035.258

181.350.132.61800821.340210.3751642.6808521.403

192.80.132.618001703.5202.7758.84727.26814990.976

201.750.132.618001064.7004.47510.3754764.53311046.263

212.50.132.618001521.0004.17.2256236.10010989.225

222.1350.132.618001298.9344.0885.3335310.0426927.215

231.7750.132.618001079.9101.9884.192146.8614524.823

242.8650.132.618001743.0662.82.6834880.5854676.646

251.6250.132.61800988.6504.4884.194437.0614142.444

TOTAL51070.968147253.347488749.686

Xcm =(P*x)/P =2.883

Ycm=(P*y)/P =9.570

Centro de masa de muros 2do-6to piso: (2.883, 9.570)

3.3.2. CENTRO DE RIGIDEZ DE MUROS

a) PRIMER PISO

CENTRO DE RIGIDEZ - 1ER PISO

Xcr

MUROLthKy/Ex(Ky/E)*(x)

10.232.7652.60.000475730.1155.4709E-05

20.232.8852.60.000496370.1155.7083E-05

30.233.0252.60.000520460.1155.9853E-05

40.232.252.60.000387120.1154.4519E-05

50.231.352.60.000232270.1152.6711E-05

60.233.12.60.000533360.1156.1337E-05

70.232.7652.60.000475735.4850.00260936

80.232.8852.60.000496375.4850.0027226

90.233.0252.60.000520465.4850.00285472

100.232.252.60.000387125.4850.00212335

110.231.352.60.000232275.4850.00127401

120.233.12.60.000533365.4850.0029255

130.133.252.60.000101371.2250.00012418

143.30.232.60.053241373.70.19699308

152.850.132.60.022515323.9250.08837263

162.40.132.60.015595674.150.06472202

173.10.132.60.0266612.7750.07398427

181.350.132.60.0037843220.00756864

192.50.132.60.017061594.10.0699525

200.132.82.68.7336E-051.2250.00010699

211.30.132.60.0034210520.00684211

221.70.132.60.006879034.50.03095561

TOTAL0.154638680.55443578

Ycr

MUROLthKx/Ey(KE/x)*(y)

12.7650.232.60.037418061.6330.06110369

22.8850.232.60.040842084.7080.19228449

33.0250.232.60.044936467.80.3505044

42.250.232.60.0238619910.5750.25234055

51.350.232.60.0066953312.5250.08385905

63.10.232.60.0471694614.90.70282494

72.7650.232.60.037418061.6330.06110369

82.8850.232.60.040842084.7080.19228449

93.0250.232.60.044936467.80.3505044

102.250.232.60.0238619910.5750.25234055

111.350.232.60.0066953312.5250.08385905

123.10.232.60.0471694614.90.70282494

133.250.132.60.0292266215.0750.44059128

140.233.32.60.0005677716.5750.00941086

150.132.852.68.8896E-0513.2750.00118009

160.132.42.67.486E-0511.7750.00088147

170.133.12.69.6694E-0510.6250.00102737

180.131.352.64.2109E-059.3750.00039477

190.132.52.67.7979E-059.3750.00073105

202.80.132.60.021708867.80.16932911

210.131.32.64.0549E-056.2250.00025242

220.131.72.65.3026E-056.2250.00033008

TOTAL0.453824123.90996276

Xcr =[((Ky)/E)*x )/ ((Ky)/E)] = 3.585

Ycr =[((Kx)/E)*y )/ ((Kx)/E)] = 8.616

Centro de rigidez de muros 1er piso: (3.585, 8.616)

b) SEGUNDO-SEXTO PISO

CENTRO DE RIGIDEZ - 2DO-6TO PISO

Xcr

MUROLthKy/Ex(Ky/E)*(x)

10.232.7652.60.000475730.1155.4709E-05

20.232.8852.60.000496370.1155.7083E-05

30.233.0252.60.000520460.1155.9853E-05

40.232.252.60.000387120.1154.4519E-05

50.231.352.60.000232270.1152.6711E-05

60.233.12.60.000533360.1156.1337E-05

70.232.7652.60.000475735.4850.00260936

80.232.8852.60.000496375.4850.0027226

90.233.0252.60.000520465.4850.00285472

100.232.252.60.000387125.4850.00212335

110.231.352.60.000232275.4850.00127401

120.233.12.60.000533365.4850.0029255

131.650.232.60.011286811.0750.01213332

140.132.022.66.3007E-051.2257.7183E-05

152.850.132.60.022515323.9250.08837263

162.40.132.60.015595674.150.06472202

172.550.132.60.017811242.6750.04764507

181.350.132.60.0037843220.00756864

190.132.82.68.7336E-052.7750.00024236

201.750.132.60.007396834.4750.03310083

212.50.132.60.017061594.10.0699525

220.132.1352.66.6594E-054.0880.00027224

231.7750.132.60.007662471.9880.01523299

240.132.8652.68.9364E-052.80.00025022

251.6250.132.60.006136714.4880.02754154

TOTAL0.114847880.38192529

Ycr

MUROLthKx/Ey(KE/x)*(y)

12.7650.232.60.037418062.6330.09852174

22.8850.232.60.040842085.7080.23312657

33.0250.232.60.044936468.80.39544086

42.250.232.60.0238619911.5750.27620254

51.350.232.60.0066953313.5250.09055439

63.10.232.60.0471694615.90.7499944

72.7650.232.60.037418062.6330.09852174

82.8850.232.60.040842085.7080.23312657

93.0250.232.60.044936468.80.39544086

102.250.232.60.0238619911.5750.27620254

111.350.232.60.0066953313.5250.09055439

123.10.232.60.0471694615.90.7499944

130.231.652.60.0002838917.5750.00498932

142.020.132.60.0104915416.5650.17379241

150.132.852.68.8896E-0514.2750.00126899

160.132.42.67.486E-0512.7750.00095633

170.132.552.67.9538E-0511.6250.00092463

180.131.352.64.2109E-0510.3750.00043688

192.80.132.60.021708868.80.19103797

200.131.752.65.4585E-0510.3750.00056632

210.132.52.67.7979E-057.2250.0005634

222.1350.132.60.011951235.3330.06373592

230.131.7752.65.5365E-054.190.00023198

242.8650.132.60.022758842.6830.06106198

250.131.6252.65.0686E-054.190.00021238

TOTAL0.469565144.18745951

Xcr =[((Ky)/E)*x )/ ((Ky)/E)] = 3.325

Ycr =[((Kx)/E)*y )/ ((Kx)/E)] = 8.918

Centro de rigidez de muros 2do-6to piso: (3.325, 8.918)

3.3.3. EXCENTRICIDAD

a) PRIMER PISOEXCENTRICIDAD 1ER PISO

Ex = Xcm - XcrEx = 2.875 - 3.585 = -0.710

Ey = Ycm - YcrEy = 9.527 - 8.616 =0.912

E = (Ex^2 + Ey^2)^(1/2) = 1.156

Plano 1er piso: Ubicacin del centro de masa, rigidez y excentricidad de los muros

b) SEGUNDO-SEXTO PISOEXCENTRICIDAD 2DO-6TO PISO

Ex = Xcm - XcrEx = 2.883 - 3.325 = -0.442

Ey = Ycm - YcrEy = 9.570 - 8.918 =0.652

E = (Ex^2 + Ey^2)^(1/2) = 0.788

Plano 2do-6to piso: Ubicacin del centro de masa, rigidez y excentricidad de los muros

3.4. ESFUERZO AXIAL POR GRAVEDAD.

Para que la estructura no falle por fuerza axial de gravedad se debe cumplir que:

Segn RNE Norma E070 Artculo 19.1.b

Donde: = Esfuerzo axial por gravedad = Resistencia caracterstica a compresin axial de la albailera = altura de entrepiso = espesor efectivo de muro

Datos obtenidos segn nuestra edificacin:

= 65 kg/cm2 (RNE - E070 TABLA9)Ladrillo de arcilla industrial = 260 cm = 13.75 cm

Reemplazando en la frmula:

ES CORRECTO

Si cumple la condicin, lo que significa que los muros del edificio de 6 niveles no fallarn debido al esfuerzo axial por gravedad.

3.5. CORTANTE BASAL

Z=0.40 por ser zona ssmica 3U=1.00 por ser edificio-casa(segn RNE categora C?S=1.00 por ser suelo rocosoR=3.00 por ser de construccin de albailera confinada

CLCULO DE PERIODO DE VIBRACION FUNDAMENTAL DE LA ESTRUCTURA

Donde: Tp: 0.40; suelo rocosoT: es el periodo fundamental de vibracin para cada direccin, la cual para su clculo se emplear la siguiente frmula.

Donde:: altura de la edificacin respecto al nivel del terreno en metros.:60 para estructuras de mampostera o estructuras fundamentales de muros de corte.La cual =17.1 m .por lo tanto:

La cual adoptaremos C=2.5

Clculo de H:

253564.658 kg

DISTRIBUCIN DE LA FUERZA SSMICA EN ALTURA

Como T>0.7 s, un parte de la fuerza cortante Denominada Fa, deber aplicarse como fuerza concentrada en la parte superior de la estructura. Esta fuerza Fa se determinar mediante la expresin:

FUERZA LATERALES EN CADA PISO

3.6. EFECTOS POR TORSIN

CORRECCIN POR TORSION, CLCULO DEL MOMENTO POLAR DE INERCIA Y CLCULO DE LOS CORTANTES FINALES

El momento polar de inercia

EXCENTRICIDAD

Primer piso

Ex = Xcm - Xcr = 2.875 - 3.585 = -0.710

Ey = Ycm - Ycr = 9.527 - 8.616 =0.912

Segundo-Sexto pisoEx = Xcm - Xcr = 2.883 - 3.325 = -0.442

Ey = Ycm - Ycr = 9.570 - 8.918 =0.652

Se evala el Momento Torsor en cada nivel y para cada direccin del sismo.

Mn =

Luego incremento de fuerza horizontal debido al Momento Torsor Mt,

Finalmente se evala la fuerza cortante total en cada muro

CLCULO DE MOMENTOS TORSORES

PRIMER PISO x=ex= 3.585 mex=0.05B=0.05*5.6=0.28 my=ey=8.616 mey=0.05B=0.05*20=1 m Mty1=F1* x=45268.671 Kg.mMty1=F1* x=3535.628 Kg.mMtx1=F1* y=108796.337 Kg.mMtx1=F1* y=12627.244 Kg.m

SEGUNDO PISO x=ex=3.325 ex=005B=0.05B=0.05*5.6=0.28 m y=ey=8.918 ey=005B=0.05B=0.05*20=1 m Mty2=F2* x=79035.513 Kg.mMty2=F2* x=6655.622 Kg.mMtx2=F2* y=211981.56 Kg.mMtx2=F2* y=23770.079 Kg.m

TERCER PISOMty3=F3* x= 118553.27 Kg.mMty3=F3* x= 9983.433 Kg.mMtx3=F3* y= 317972.35 Kg.mMtx3=F3* y= 35655.119 Kg.m

CUARTO PISOMty4=F4* x= 158071.027 Kg.mMty4=F4* x= 13311.244 Kg.mMtx4=F4* y= 423963.133 Kg.mMtx4=F4* y= 47540.158 Kg.m

QUINTO PISOMty5=F5* x= 197588.784 Kg.m Mty5=F5* x= 16639.055 Kg.mMtx5=F5* y= 529953.916 Kg.mMtx5=F5* y= 59425.198 Kg.mSEXTO PISOMty6=F6* x= 231048.568 Kg.mMty6=F6* x= 19456.722 Kg.mMtx6=F6* y= 619696.58 Kg.mMtx6=F6* y= 69488.291 Kg.m

PRIMER PISOCORRECCIN POR TORSION

DIRECCION X

F1YcrMx1Mx2

12627.2448.616108796.33712627.244

MuroKx/E

y(m) =y-ycr

(Kx/E)

(Kx/E)

(Kx/EJ)

(Kx/EJ)

V(final)

10.03741811041.1237411.633-6.983-0.2612901.824590-2723.037883-316.044315725.0794

20.04084211136.3939794.708-3.908-0.1596110.623759-1663.384961-193.057674943.3363

30.04493651250.3165997.8-0.816-0.0366680.029921-382.1373142-44.3520551205.9645

40.0238620663.938411910.5751.9590.0467460.091575487.159888856.541304720.4797

50.0066953186.291631312.5253.9090.0261720.102307272.752228531.656479217.9481

60.04716951312.44774714.96.2840.2964131.8626593089.068148358.5269351670.9747

70.03741811041.1237411.633-6.983-0.2612901.824590-2723.037883-316.044315725.0794

80.04084211136.3939794.708-3.908-0.1596110.623759-1663.384961-193.057674943.3363

90.04493651250.3165997.8-0.816-0.0366680.029921-382.1373142-44.3520551205.9645

100.0238620663.938411910.5751.9590.0467460.091575487.159888856.541304720.4797

110.0066953186.291631312.5253.9090.0261720.102307272.752228531.656479217.9481

120.04716951312.44774714.96.2840.2964131.8626593089.068148358.5269351670.9747

130.0292266813.204357715.0756.4590.1887751.2192961967.316676228.3329421041.5373

140.000567815.7978169316.5757.9590.0045190.03596647.093923365.46586821.2637

150.00008892.47344618313.2754.6590.0004140.0019304.316228890.5009552.9744

160.00007492.08290204911.7753.1590.0002360.0007472.4644939960.2860372.3689

170.00009672.69041514710.6252.0090.0001940.0003902.0244568640.2349652.9254

180.00004211.1716324039.3750.7590.0000320.0000240.333075310.0386581.2103

190.00007802.1696896349.3750.7590.0000590.0000450.616806130.0715882.2413

200.0217089604.02950997.8-0.816-0.0177140.014455-184.6110136-21.426533582.6030

210.00004051.128238616.225-2.391-0.0000970.000232-1.010391829-0.1172691.0110

220.00005301.4753889516.225-2.391-0.0001270.000303-1.321281622-0.1533521.3220

0.453824110.343009

DIRECCION Y

F1XcrMy1My2

12627.2443.58545268.6713535.628

MuroKy/E

x(m) =x-xcr

(Ky/E)

(Ky/E)

(Ky/EJ)

(Ky/EJ)

V(final)

10.000475738.84628640.115-3.470-0.0016510.005728-7.158145299-0.55907404438.2872

20.000496440.53220120.115-3.470-0.0017220.005977-7.468806216-0.58333765539.9489

30.000520542.49910170.115-3.470-0.0018060.006267-7.831243953-0.61164520141.8875

40.000387131.61090210.115-3.470-0.0013430.004661-5.824892196-0.45494271231.1560

50.000232318.96654130.115-3.470-0.0008060.002797-3.494935318-0.27296562718.6936

60.000533443.55279850.115-3.470-0.0018510.006422-8.025407026-0.62680995942.9260

70.000475738.84628645.4851.9000.0009040.0017173.9194455530.30612123439.1524

80.000496440.53220125.4851.9000.0009430.0017924.0895480720.31940678540.8516

90.000520542.49910175.4851.9000.0009890.0018794.2880010120.33490659442.8340

100.000387131.61090215.4851.9000.0007360.0013973.189422240.24910407931.8600

110.000232318.96654135.4851.9000.0004410.0008381.9136533440.14946244719.1160

120.000533443.55279855.4851.9000.0010130.0019254.3943150860.34321006443.8960

130.00010148.27774801.225-2.360-0.0002390.000565-1.037398777-0.0810241638.1967

140.05324144347.52006663.70.1150.0061230.00070426.54978222.0736229114349.5937

150.02251531838.52889123.9250.3400.0076550.00260333.194864722.5926251111841.1215

160.01559571273.49233834.150.5650.0088120.00497938.20905632.9842495111276.4766

170.02666102177.05185312.775-0.810-0.0215950.017492-93.64300016-7.3138178362169.7380

180.0037843309.01538152-1.585-0.0059980.009507-26.00943338-2.03141994306.9840

190.01706161393.19448164.10.5150.0087870.00452538.101362112.975838251396.1703

200.00008737.13159831.225-2.360-0.0002060.000486-0.893758947-0.0698054327.0618

210.0034211279.35221192-1.585-0.0054220.008594-23.51272195-1.836418792277.5158

220.0068790561.71921084.50.9150.0062940.00575927.293667612.131722741563.8509

0.15463870.096616

SEGUNDO PISO

DIRECCION X

F2YcrMx1Mx2

23770.07928.918211981.56023770.079

MuroKx/E

y(m) =y-ycr

(Kx/E)

(Kx/E)

(Kx/EJ)

(Kx/EJ)

V(final)

10.03741811894.1577152.633-6.285-0.2351721.478059-4585.567015-514.19232031379.9654

20.04084212067.4866385.708-3.210-0.1311030.420841-2556.344436-286.64997661780.8367

30.04493652274.7505798.8-0.118-0.0053030.000626-103.3921144-11.593643942263.1569

40.02386201207.92948611.5752.6570.0634010.1684571236.245611138.62364171346.5531

50.0066953338.927753613.5254.6070.0308450.142105601.446457167.44185579406.3696

60.04716952387.78824115.96.9820.3293372.2994326421.659575720.07846073107.8667

70.03741811894.1577152.633-6.285-0.2351721.478059-4585.567015-514.19232031379.9654

80.04084212067.4866385.708-3.210-0.1311030.420841-2556.344436-286.64997661780.8367

90.04493652274.7505798.8-0.118-0.0053030.000626-103.3921144-11.593643942263.1569

100.02386201207.92948611.5752.6570.0634010.1684571236.245611138.62364171346.5531

110.0066953338.927753613.5254.6070.0308450.142105601.446457167.44185579406.3696

120.04716952387.78824115.96.9820.3293372.2994326421.659575720.07846073107.8667

130.000283914.3707974517.5758.6570.0024580.02127647.920342275.37344060319.7442

140.0104915531.097524316.5657.6470.0802290.6135101564.361045175.4161334706.5137

150.00008894.50003874314.2755.3570.0004760.0025519.2855904491.0412189565.5413

160.00007493.7895063112.7753.8570.0002890.0011145.6299417170.6313009464.4208

170.00007954.02635045511.6252.7070.0002150.0005834.1982805270.4707648154.4971

180.00004212.13159729910.3751.4570.0000610.0000891.1962896310.1341432672.2657

190.02170891098.9348448.8-0.118-0.0025620.000302-49.94885956-5.600903861093.3339

200.00005462.76318168510.3751.4570.0000800.0001161.5507458190.173889422.9371

210.00007803.9474024067.225-1.693-0.0001320.000224-2.574186362-0.2886506413.6588

220.0119512604.98914295.333-3.585-0.0428450.153600-835.4267294-93.67871128511.3104

230.00005542.8026557094.19-4.728-0.0002620.001238-5.104096111-0.5723364232.2303

240.02275881152.0865122.683-6.235-0.1419010.884755-2766.898167-310.2599491841.8266

250.00005072.5658115644.19-4.728-0.0002400.001133-4.672764045-0.5239699652.0418

0.469565110.699529

DIRECCION Y

F2XcrMY1MY2

23770.07923.32579035.5136655.622

MuroKy/E

x(m) =x-xcr

(Ky/E)

(Ky/E)

(Ky/EJ)

(Ky/EJ)

V(final)

10.000475798.461193970.115-3.210-0.0015270.004902-11.1017875-0.93488734897.5263

20.0004964102.73437420.115-3.210-0.0015930.005115-11.58360107-0.975461121101.7589

30.0005205107.71975110.115-3.210-0.0016710.005363-12.14571689-1.022797189106.6970

40.000387180.122128910.115-3.210-0.0012430.003989-9.034004298-0.7607582479.3614

50.000232348.073277340.115-3.210-0.0007460.002393-5.420402579-0.45645494447.6168

60.0005334110.39048870.115-3.210-0.0017120.005496-12.44685037-1.048155797109.3423

70.000475798.461193975.4852.1600.0010280.0022207.4703616850.62908307599.0903

80.0004964102.73437425.4852.1600.0010720.0023167.794572680.656385053103.3908

90.0005205107.71975115.4852.1600.0011240.0024288.1728188410.688237361108.4080

100.000387180.122128915.4852.1600.0008360.0018066.0789561630.51191208780.6340

110.000232348.073277345.4852.1600.0005020.0010843.6473736980.30714725248.3804

120.0005334110.39048875.4852.1600.0011520.0024888.3754507130.705301097111.0958

130.01128682336.0335821.075-2.250-0.0253950.057139-184.6223947-15.547148692320.4864

140.000063013.040546751.225-2.100-0.0001320.000278-0.961917609-0.08100358612.9595

150.02251534660.0014213.9250.6000.0135090.00810698.21098798.2703987984668.2718

160.01559573227.8394614.150.8250.0128660.01061593.538123987.8768944763235.7164

170.01781123686.3972552.675-0.650-0.0115770.007525-84.16630678-7.0876888353679.3096

180.0037843783.24149472-1.325-0.0050140.006644-36.45308984-3.069733813780.1718

190.000087318.076005392.775-0.550-0.0000480.000026-0.349211013-0.02940724318.0466

200.00739681530.9243624.4751.1500.0085060.00978261.840693995.2076372731536.1320

210.01706163531.2408174.10.7750.0132230.01024896.128423158.0950249283539.3358

220.000066613.782954114.0880.7630.0000510.0000390.3693938230.03110684813.8141

230.00766251585.9038261.988-1.337-0.0102450.013697-74.47851936-6.2718751761579.6320

240.000089418.495626952.8-0.525-0.0000470.000025-0.341075984-0.02872218718.4669

250.00613671270.1158444.4881.1630.0071370.00830051.885478754.3693033771274.4851

0.1148478790.172024

TERCER PISO

DIRECCION X

F3YcrMx1Mx2

35655.11888.918317972.35035655.119

MuroKx/E

y(m) =y-ycr

(Kx/E)

(Kx/E)

(Kx/EJ)

(Kx/EJ)

V(final)

10.03741812841.2359672.633-6.285-0.2351721.478059-6878.350738-771.28849132069.9475

20.04084213101.2292975.708-3.210-0.1311030.420841-3834.516775-429.97497092671.2543

30.04493653412.1251418.8-0.118-0.0053030.000626-155.0881765-17.390466153394.7347

40.02386201811.89384311.5752.6570.0634010.1684571854.368474207.93546552019.8293

50.0066953508.391522213.5254.6070.0308450.142105902.169714101.1627851609.5543

60.04716953581.68159815.96.9820.3293372.2994329632.4896661080.1177064661.7993

70.03741812841.2359672.633-6.285-0.2351721.478059-6878.350738-771.28849132069.9475

80.04084213101.2292975.708-3.210-0.1311030.420841-3834.516775-429.97497092671.2543

90.04493653412.1251418.8-0.118-0.0053030.000626-155.0881765-17.390466153394.7347

100.02386201811.89384311.5752.6570.0634010.1684571854.368474207.93546552019.8293

110.0066953508.391522213.5254.6070.0308450.142105902.169714101.1627851609.5543

120.04716953581.68159815.96.9820.3293372.2994329632.4896661080.1177064661.7993

130.000283921.5561915917.5758.6570.0024580.02127671.880515678.06016101729.6164

140.0104915796.646116816.5657.6470.0802290.6135102346.541641263.12420381059.7703

150.00008896.75005667714.2755.3570.0004760.00255113.928386111.5618284568.3119

160.00007495.68425825412.7753.8570.0002890.0011148.4449128410.9469514326.6312

170.00007956.03952439511.6252.7070.0002150.0005836.2974209890.7061472326.7457

180.00004213.19739526810.3751.4570.0000610.0000891.7944345040.2012149043.3986

190.02170891648.4019158.8-0.118-0.0025620.000302-74.92329169-8.4013559081640.0006

200.00005464.14477164410.3751.4570.0000800.0001162.3261188010.2608341344.4056

210.00007805.9211023487.225-1.693-0.0001320.000224-3.861279665-0.4329759685.4881

220.0119512907.48352095.333-3.585-0.0428450.153600-1253.140134-140.5180689766.9655

230.00005544.2039826674.19-4.728-0.0002620.001238-7.656144407-0.8585046463.3455

240.02275881728.1294012.683-6.235-0.1419010.884755-4150.347381-465.38993021262.7395

250.00005073.8487165264.19-4.728-0.0002400.001133-7.009146288-0.7859549583.0628

0.469565110.699529

DIRECCION Y

F3XcrMY1MY2

35655.11883.325118553.2709983.433

MuroKy/E

x(m) =x-xcr

(Ky/E)

(Ky/E)

(Ky/EJ)

(Ky/EJ)

V(final)

10.0004757147.69170090.115-3.210-0.0015270.004902-16.65268133-1.402331022146.2894

20.0004964154.10146730.115-3.210-0.0015930.005115-17.37540167-1.463191681152.6383

30.0005205161.57952810.115-3.210-0.0016710.005363-18.21857541-1.534195784160.0453

40.0003871120.18312010.115-3.210-0.0012430.003989-13.5510065-1.14113736119.0420

50.000232372.109872070.115-3.210-0.0007460.002393-8.130603902-0.68468241671.4252

60.0005334165.58563220.115-3.210-0.0017120.005496-18.67027563-1.572233696164.0134

70.0004757147.69170095.4852.1600.0010280.00222011.205542570.943624613148.6353

80.0004964154.10146735.4852.1600.0010720.00231611.691859070.98457758155.0860

90.0005205161.57952815.4852.1600.0011240.00242812.259228311.032356041162.6119

100.0003871120.18312015.4852.1600.0008360.0018069.1184342830.76786813120.9510

110.000232372.109872075.4852.1600.0005020.0010845.471060570.46072087872.5706

120.0005334165.58563225.4852.1600.0011520.00248812.563176121.057951646166.6436

130.01128683504.0482371.075-2.250-0.0253950.057139-276.9335933-23.320723033480.7275

140.000063019.56080821.225-2.100-0.0001320.000278-1.44287642-0.1215053819.4393

150.02251536989.9978713.9250.6000.0135090.008106147.316482512.40559827002.4035

160.01559574841.7562414.150.8250.0128660.010615140.307186611.815341714853.5716

170.01781125529.5925122.675-0.650-0.0115770.007525-126.2494607-10.631533255518.9610

180.00378431174.8615262-1.325-0.0050140.006644-54.67963499-4.604600721170.2569

190.000087327.113991572.775-0.550-0.0000480.000026-0.523816522-0.04411086427.0699

200.00739682296.3851444.4751.1500.0085060.00978292.761041377.811455912304.1966

210.01706165296.8579974.10.7750.0132230.010248144.192635312.142537395309.0005

220.000066620.674418574.0880.7630.0000510.0000390.5540907360.04666027120.7211

230.00766252378.8542891.988-1.337-0.0102450.013697-111.7177795-9.4078127642369.4465

240.000089427.743423512.8-0.525-0.0000470.000025-0.511613978-0.04308328127.7003

250.00613671905.1726044.4881.1630.0071370.00830077.828218456.5539550651911.7266

0.1148478790.172024

CUARTO PISO

DIRECCION X

F4YcrMx1Mx2

47540.15858.918423963.13347540.158

MuroKx/E

y(m) =y-ycr

(Kx/E)

(Kx/E)

(Kx/EJ)

(Kx/EJ)

V(final)

10.03741813788.315432.633-6.285-0.2351721.478059-9171.13431-1028.3846412759.9308

20.04084214134.9732765.708-3.210-0.1311030.420841-5112.68903-573.29995313561.6733

30.04493654549.5011578.8-0.118-0.0053030.000626-206.7842352-23.187287874526.3139

40.02386202415.85897211.5752.6570.0634010.1684572472.491297277.24728342693.1063

50.0066953677.855507313.5254.6070.0308450.1421051202.892951134.8837116812.7392

60.04716954775.57648215.96.9820.3293372.29943212843.319541440.1569216215.7334

70.03741813788.315432.633-6.285-0.2351721.478059-9171.13431-1028.3846412759.9308

80.04084214134.9732765.708-3.210-0.1311030.420841-5112.68903-573.29995313561.6733

90.04493654549.5011578.8-0.118-0.0053030.000626-206.7842352-23.187287874526.3139

100.02386202415.85897211.5752.6570.0634010.1684572472.491297277.24728342693.1063

110.0066953677.855507313.5254.6070.0308450.1421051202.892951134.8837116812.7392

120.04716954775.57648215.96.9820.3293372.29943212843.319541440.1569216215.7334

130.000283928.7415949117.5758.6570.0024580.02127695.8406874910.7468812139.4885

140.01049151062.19504916.5657.6470.0802290.6135103128.722185350.83226681413.0273

150.00008899.00007748714.2755.3570.0004760.00255118.571181472.08243791211.0825

160.00007497.57901262112.7753.8570.0002890.00111411.259883781.2626018928.8416

170.00007958.05270090911.6252.7070.0002150.0005838.3965613120.9415296298.9942

180.00004214.26319459910.3751.4570.0000610.0000892.3925793360.2682865344.5315

190.02170892197.8696898.8-0.118-0.0025620.000302-99.89772218-11.201807722186.6679

200.00005465.52636336910.3751.4570.0000800.0001163.1014917320.3477788415.8741

210.00007807.8948048137.225-1.693-0.0001320.000224-5.148372882-0.5773012827.3175

220.01195121209.9782865.333-3.585-0.0428450.153600-1670.85351-187.35742261022.6209

230.00005545.6053114174.19-4.728-0.0002620.001238-10.20819253-1.1446728464.4606

240.02275882304.1730252.683-6.235-0.1419010.884755-5533.796504-620.51989821683.6531

250.00005075.1316231294.19-4.728-0.0002400.001133-9.345528377-1.0479399294.0837

0.469565110.699529

DIRECCION Y

F2XcrMY1MY2

47540.15853.325158071.02713311.244

MuroKy/E

x(m) =x-xcr

(Ky/E)

(Ky/E)

(Ky/EJ)

(Ky/EJ)

V(final)

10.0004757196.92238790.115-3.210-0.0015270.004902-22.20357515-1.869774696195.0526

20.0004964205.46874840.115-3.210-0.0015930.005115-23.16720228-1.950922242203.5178

30.0005205215.43950220.115-3.210-0.0016710.005363-24.29143393-2.045594378213.3939

40.0003871160.24425780.115-3.210-0.0012430.003989-18.06800871-1.52151648158.7227

50.000232396.146554690.115-3.210-0.0007460.002393-10.84080523-0.91290988895.2336

60.0005334220.78097740.115-3.210-0.0017120.005496-24.89370089-2.096311594218.6847

70.0004757196.92238795.4852.1600.0010280.00222014.940723461.258166151198.1806

80.0004964205.46874845.4852.1600.0010720.00231615.589145461.312770107206.7815

90.0005205215.43950225.4852.1600.0011240.00242816.345637791.376474722216.8160

100.0003871160.24425785.4852.1600.0008360.00180612.15791241.023824173161.2681

110.000232396.146554695.4852.1600.0005020.0010847.2947474420.61429450496.7608

120.0005334220.78097745.4852.1600.0011520.00248816.750901531.410602194222.1916

130.01128684672.0671631.075-2.250-0.0253950.057139-369.2447918-31.094297374640.9729

140.000063026.08109351.225-2.100-0.0001320.000278-1.923835231-0.16200717325.9191

150.02251539320.0028423.9250.6000.0135090.008106196.42197716.54079769336.5436

160.01559576455.6789234.150.8250.0128660.010615187.076249115.753788956471.4327

170.01781127372.7945092.675-0.650-0.0115770.007525-168.3326146-14.175377677358.6191

180.00378431566.4829892-1.325-0.0050140.006644-72.90618014-6.1394676271560.3435

190.000087336.152010792.775-0.550-0.0000480.000026-0.698422031-0.05881448536.0932

200.00739683061.8487254.4751.1500.0085060.009782123.681388810.415274553072.2640

210.01706167062.4816344.10.7750.0132230.010248192.256847516.190049867078.6717

220.000066627.565908234.0880.7630.0000510.0000390.738787650.06221369527.6281

230.00766253171.8076521.988-1.337-0.0102450.013697-148.9570397-12.543750353159.2639

240.000089436.99125392.8-0.525-0.0000470.000025-0.682151972-0.05744437536.9338

250.00613672540.2316874.4881.1630.0071370.008300103.77095828.7386067542548.9703

0.1148478790.172024

QUINTO PISO

DIRECCION X

F5YcrMx1Mx2

59425.19818.918529953.91659425.198

MuroKx/E

y(m) =y-ycr

(Kx/E)

(Kx/E)

(Kx/EJ)

(Kx/EJ)

V(final)

10.03741814735.3942872.633-6.285-0.2351721.478059-11463.91788-1285.4808123449.9135

20.04084215168.7165965.708-3.210-0.1311030.420841-6390.861284-716.62494744452.0916

30.04493655686.8764478.8-0.118-0.0053030.000626-258.4802939-28.984110095657.8923

40.02386203019.82371511.5752.6570.0634010.1684573090.61412346.55910723366.3828

50.0066953847.319384113.5254.6070.0308450.1421051503.616188168.60464091015.9240

60.04716955969.47060215.96.9820.3293372.29943216054.149421800.1961677769.6668

70.03741814735.3942872.633-6.285-0.2351721.478059-11463.91788-1285.4808123449.9135

80.04084215168.7165965.708-3.210-0.1311030.420841-6390.861284-716.62494744452.0916

90.04493655686.8764478.8-0.118-0.0053030.000626-258.4802939-28.984110095657.8923

100.02386203019.82371511.5752.6570.0634010.1684573090.61412346.55910723366.3828

110.0066953847.319384113.5254.6070.0308450.1421051503.616188168.60464091015.9240

120.04716955969.47060215.96.9820.3293372.29943216054.149421800.1961677769.6668

130.000283935.9269936417.5758.6570.0024580.021276119.800859313.4336016249.3606

140.01049151327.74381116.5657.6470.0802290.6135103910.902729438.54033731766.2841

150.000088911.2500968614.2755.3570.0004760.00255123.213976822.60304741113.8531

160.00007499.47376577612.7753.8570.0002890.00111414.074854721.57825237911.0520

170.000079510.0658761411.6252.7070.0002150.00058310.495701631.17691204611.2428

180.00004215.32899324910.3751.4570.0000610.0000892.9907241690.3353581715.6644

190.02170892747.3371118.8-0.118-0.0025620.000302-124.8721527-14.002259772733.3349

200.00005466.90795421210.3751.4570.0000800.0001163.8768646640.4347235557.3427

210.00007809.8685060167.225-1.693-0.0001320.000224-6.4354661-0.7216266099.1469

220.01195121512.4728575.333-3.585-0.0428450.153600-2088.566887-234.19678021278.2761

230.00005547.0066392724.19-4.728-0.0002620.001238-12.76024066-1.4308410695.5758

240.02275882880.2162812.683-6.235-0.1419010.884755-6917.245627-775.64987932104.5664

250.00005076.4145289114.19-4.728-0.0002400.001133-11.68191047-1.3099249235.1046

0.469565110.699529

DIRECCION Y

F5XcrMY1MY2

59425.19813.325197588.78416639.055

MuroKy/E

x(m) =x-xcr

(Ky/E)

(Ky/E)

(Ky/EJ)

(Ky/EJ)

V(final)

10.0004757246.15298490.115-3.210-0.0015270.004902-27.75446897-2.33721837243.8158

20.0004964256.83593540.115-3.210-0.0015930.005115-28.95900289-2.438652802254.3973

30.0005205269.29937770.115-3.210-0.0016710.005363-30.36429245-2.556992973266.7424

40.0003871200.30532230.115-3.210-0.0012430.003989-22.58501092-1.9018956198.4034

50.0002323120.18319340.115-3.210-0.0007460.002393-13.55100655-1.14113736119.0421

60.0005334275.97622180.115-3.210-0.0017120.005496-31.11712615-2.620389493273.3558

70.0004757246.15298495.4852.1600.0010280.00222018.675904351.572707688247.7257

80.0004964256.83593545.4852.1600.0010720.00231619.486431851.640962633258.4769

90.0005205269.29937775.4852.1600.0011240.00242820.432047261.720593402271.0200

100.0003871200.30532235.4852.1600.0008360.00180615.197390521.279780217201.5851

110.0002323120.18319345.4852.1600.0005020.0010849.1184343140.76786813120.9511

120.0005334275.97622185.4852.1600.0011520.00248820.938626941.763252743277.7395

130.01128685840.0839541.075-2.250-0.0253950.057139-461.5559903-38.867871725801.2161

140.000063032.601366871.225-2.100-0.0001320.000278-2.404794042-0.20250896632.3989

150.022515311650.003553.9250.6000.0135090.008106245.527471620.6759969911670.6795

160.01559578069.5986544.150.8250.0128660.010615233.845311719.692236198089.2909

170.01781129215.9931372.675-0.650-0.0115770.007525-210.4157685-17.719222099198.2739

180.00378431958.1037372-1.325-0.0050140.006644-91.13272529-7.6743345331950.4294

190.000087345.190013492.775-0.550-0.0000480.000026-0.87302754-0.07351810645.1165

200.00739683827.3109064.4751.1500.0085060.009782154.601736113.019093183840.3300

210.01706168828.1020424.10.7750.0132230.010248240.321059720.237562328848.3396

220.000066634.457385284.0880.7630.0000510.0000390.9234845630.07776711934.5352

230.00766253964.7595661.988-1.337-0.0102450.013697-186.1962998-15.679687943949.0799

240.000089446.239067372.8-0.525-0.0000470.000025-0.852689966-0.07180546946.1673

250.00613673175.2896094.4881.1630.0071370.008300129.713697910.923258443186.2129

0.1148478790.172024

SEXTO PISO

DIRECCION X

F6YcrMx1Mx2

69488.29118.918619696.58069488.291

MuroKx/E

y(m) =y-ycr

(Kx/E)

(Kx/E)

(Kx/EJ)

(Kx/EJ)

V(final)

10.03741815537.2883452.633-6.285-0.2351721.478059-13405.22353-1503.164784034.1236

20.04084216043.9896725.708-3.210-0.1311030.420841-7473.092964-837.97857755206.0111

30.04493656649.8949748.8-0.118-0.0053030.000626-302.2514775-33.892293916616.0027

40.02386203531.20218611.5752.6570.0634010.1684573613.980277405.24560123936.4478

50.0066953990.804876113.5254.6070.0308450.1421051758.239313197.15623581187.9611

60.04716956980.34376615.96.9820.3293372.29943218772.76722105.0422949085.3861

70.03741815537.2883452.633-6.285-0.2351721.478059-13405.22353-1503.164784034.1236

80.04084216043.9896725.708-3.210-0.1311030.420841-7473.092964-837.97857755206.0111

90.04493656649.8949748.8-0.118-0.0053030.000626-302.2514775-33.892293916616.0027

100.02386203531.20218611.5752.6570.0634010.1684573613.980277405.24560123936.4478

110.0066953990.804876113.5254.6070.0308450.1421051758.239313197.15623581187.9611

120.04716956980.34376615.96.9820.3293372.29943218772.76722105.0422949085.3861

130.000283942.0108888617.5758.6570.0024580.021276140.087997415.7084544957.7193

140.01049151552.58461816.5657.6470.0802290.6135104573.176974512.80297912065.3876

150.000088913.1551939414.2755.3570.0004760.00255127.145043393.04384877316.1990

160.000074911.0780580512.7753.8570.0002890.00111416.458297731.84551443212.9236

170.000079511.7704366811.6252.7070.0002150.00058312.273049051.37621092613.1466

180.00004216.23140765410.3751.4570.0000610.0000893.4971749110.3921478936.6236

190.02170893212.5725648.8-0.118-0.0025620.000302-146.0180661-16.37340953196.1992

200.00005468.07775066310.3751.4570.0000800.0001164.5333748850.5083398618.5861

210.000078011.53964387.225-1.693-0.0001320.000224-7.525251182-0.84382722310.6958

220.01195121768.5957745.333-3.585-0.0428450.153600-2442.245859-273.8557811494.7400

230.00005548.1931471014.19-4.728-0.0002620.001238-14.92106627-1.6731404186.5200

240.02275883367.953562.683-6.235-0.1419010.884755-8088.615497-906.9988212460.9547

250.00005077.5007684734.19-4.728-0.0002400.001133-13.66013109-1.531748275.9690

0.469565110.699529

DIRECCION Y

F6XcrMY1MY2

69488.29113.325231048.56819456.722

MuroKy/E

x(m) =x-xcr

(Ky/E)

(Ky/E)

(Ky/EJ)

(Ky/EJ)

V(final)

10.0004757287.83665560.115-3.210-0.0015270.004902-32.4544247-2.733004253285.1037

20.0004964300.32866230.115-3.210-0.0015930.005115-33.86293499-2.851615649297.4770

30.0005205314.90267020.115-3.210-0.0016710.005363-35.506197-2.989995611311.9127

40.0003871234.22512660.115-3.210-0.0012430.003989-26.40956802-2.223963678232.0012

50.0002323140.5350760.115-3.210-0.0007460.002393-15.84574081-1.334378207139.2007

60.0005334322.71017440.115-3.210-0.0017120.005496-36.38651593-3.064127734319.6460

70.0004757287.83665565.4852.1600.0010280.00222021.838491381.839030899289.6757

80.0004964300.32866235.4852.1600.0010720.00231622.786274011.918844175302.2475

90.0005205314.90267025.4852.1600.0011240.00242823.892020412.011959664316.9146

100.0003871234.22512665.4852.1600.0008360.00180617.770924271.496498923235.7216

110.0002323140.5350765.4852.1600.0005020.00108410.662554560.897899354141.4330

120.0005334322.71017445.4852.1600.0011520.00248824.484384552.061842961324.7720

130.01128686829.0467171.075-2.250-0.0253950.057139-539.7161137-45.449779136783.5969

140.000063038.122098791.225-2.100-0.0001320.000278-2.812023073-0.23680194937.8853

150.022515313622.821033.9250.6000.0135090.008106287.105217124.1772820413646.9983

160.01559579436.1085614.150.8250.0128660.010615273.444794423.026930629459.1355

170.017811210776.634062.675-0.650-0.0115770.007525-246.0476806-20.7198051910755.9143

180.00378432289.6900122-1.325-0.0050140.006644-106.5651868-8.9739106912280.7161

190.000087352.842513172.775-0.550-0.0000480.000026-1.020866462-0.08596770452.7565

200.00739684475.4296654.4751.1500.0085060.009782180.782071915.22375384490.6534

210.017061610323.05734.10.7750.0132230.010248281.017148723.6646025910346.7219

220.000066640.292416294.0880.7630.0000510.0000391.0798679030.09093624740.3834

230.00766254636.1539511.988-1.337-0.0102450.013697-217.7268748-18.334895184617.8191

240.000089454.069214372.8-0.525-0.0000470.000025-0.997084914-0.08396504753.9852

250.00613673712.9947534.4881.1630.0071370.008300151.679480612.773009213725.7678

0.1148478790.172024

3.7. METRADO POR REAS TRIBUTARIAS

SEGUNDO- SEXTO PISOPRIMER PISO

3.8. 3.9. PLANOS

IV. BIBLIOGRAFA

Reglamento Nacional de Edificaciones (2006)

Diseo estructural de una vivienda econmica de 160m2 de rea techada, Ing. GENARO DELGADO CONTRERAS

diseño de labaÑileria confinada.docx

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