cubicacion estruct casas.xls

7/28/2019 Cubicacion Estruct Casas.xls

1/13

H 2 SACOS

ALTO ANCHO LARGO SUPERFICIE

A 0.350 0.500 3.624 0.634

B 0.350 0.500 1.457 0.255C 0.350 0.500 4.220 0.739

1 0.350 0.500 3.754 0.657

2 0.350 0.500 2.330 0.408

3 0.350 0.500 6.084 1.065

0.000

M3 3.757H-10


A 0.500 0.500 3.624 0.906

B 0.500 0.500 1.457 0.364

C 0.500 0.500 4.220 1.055

1 0.500 0.500 3.754 0.9392 0.500 0.500 2.330 0.583

3 0.500 0.500 6.084 1.521

0.000

M3 5.367H-20


A 0.300 0.140 3.624 0.152

B 0.300 0.140 1.457 0.061

C 0.300 0.140 4.220 0.177

1 0.300 0.140 3.754 0.158

2 0.300 0.140 2.330 0.098

3 0.300 0.140 6.084 0.2560.000

M3 0.902H-20

ALTO ANCHO LARGO CANT

P1 0.200 0.154 3.060 0.188 2.000

P2 0.240 0.154 2.420 0.179 2.000

P3 0.250 0.154 2.420 0.093 1.000

0.000

0.000

M3 0.461H-20


A 0.290 0.150 3.620 0.157

B 0.290 0.150 1.440 0.063

C 0.290 0.140 4.350 0.177

1 0.290 0.150 3.750 0.163

2 0.290 0.150 2.330 0.101

ELEMENTO EJEDIMENSIONES

PILAR

E

MPLAN

T

ILLAD

O

EJEDIMENSIONES

CI

MIEN

TO

TOTALAUTO

TOTAL

VIGA-C

PILARES

ELEMENTO

ELEMENTO

DIMENSIONESEJE TOTALELEMENTO

AUTO

AUTOELEMENTO

S

O

B

R

E

C

I

M

I

E

NT

O

EJE

DIMENSIONESTOTAL

DIMENSIONES AUTOTOTAL


2/13

3 0.290 0.150 6.080 0.264

3 0.300 0.150 6.080 0.298

1.224H-20 R7

ALTO ANCHO LARGO SUPERFICIELOSA 0.120 3.750 2.330 1.049

0.120 4.480 3.880 2.086

M3 3.134H-15


0.080 3.620 2.330 0.675 23.120

0.080 4.340 3.750 1.302

M3 1.977

M3 M3

1 CASA 122.000 casasH 2 SACOS 3.757 458.363

H-10 5.367 654.805H-15 1.977 241.166H-20 2.586 315.484

H-20 R7 3.134 1,436.6882,648.142

RESUMENM3/CS HORM.

EMPLANTILLADO 3.757 H 2 SACOSCIMIENTO 5.367 H-10SOBRECIMIENTO 0.902 H-20PILARES 0.461 H-20

VIGA - CADENA 1.224 H-20LOSA 3.134 H-20 R7RADIER 1.977 H-15

RADIER

DENA

ELEMENTOAUTO

EJEDIMENSIONES


TOTALAUTO

TOTAL


3/13

ALTO

0.350

ALTO

0.500

ALTO

0.300

MOLD

10.06 M2

ALTO

CAD

0.000

0.000

CAD

CAD

0.000

CAD

0.000


4/13

17.08 M2

ALTO

26.12 M2

ALTO

0.080

CAD

1.850

0.000

CAD


5/13

6 8 10 12 16

0.222 0.395 0.617 0.888 1.578

LARGO PASO

A 10 3.624 0.617 4.00 8.944 0.150

6 0.840 0.222 24.16 4.505B 10 1.447 0.617 4.00 3.571 6 36.066

6 0.840 0.222 9.65 1.799 10 72.112

C 10 4.340 0.617 4.00 10.711

6 0.840 0.222 28.93 5.395

1 10 3.754 0.617 4.00 9.265

6 0.840 0.222 25.03 4.667

2 10 2.330 0.617 4.00 5.750

6 0.840 0.222 15.53 2.897

3 10 6.070 0.617 4.00 14.981

6 0.840 0.222 40.47 7.546

Refzos L 10 1.000 0.617 8.00 9.872 2

Refzos T 10 4.000 0.617 1.00 4.936 2

Esparr. 6 32.500 0.222 1.00 7.215

0.000

108.178 17.50% OK

LARGO

A 12 3.400 0.888 2 6.038

0.000 0.000 10 4.196

0.000 0.000 12 25.086

B 12 3.400 0.888 2 6.038

0.000 0.000

C 12 3.400 0.888 2 6.038

1 12 3.400 0.888 1 3.019

10 3.400 0.617 2 4.196

2 0.000 0.000

3 12 4.450 0.888 1 3.952

29.282 4.74% OK

LARGO CANT PILAR PASO

P1 - 3 a-c 10 3.170 0.617 4 23.471 3.000

estribos 6 0.700 0.222 21 9.852 0.15

P2 -2 A-B 10 2.420 0.617 4 11.945 2.000

estribos 6 0.800 0.222 16 5.731 6 18.448

P3 - 1 B-C 10 2.420 0.617 4 5.973 1.000 10 41.388

estribos 6 0.800 0.222 16 2.865

0.000 0.000

0.000 0.000

0.000 0.0000.000 0.000

59.837 9.68% ok

LARGO PASO

A 10 3.624 0.617 4 8.944 0.150

6 0.900 0.222 24.16 4.827

B 10 1.457 0.617 4 3.596 150.940

6 0.900 0.222 9.71 1.941

C 10 4.220 0.617 4 10.415 6 36.701

6 0.900 0.222 28.13 5.621 10 82.809

1 10 3.754 0.617 4 9.265

6 0.900 0.222 25.03 5.0002 10 2.330 0.617 4 5.750

6 0.900 0.222 15.53 3.104

3 10 12.168 0.617 4 30.031

6 0.900 0.222 81.12 16.208

Refzos L 10 1.000 0.617 8.00 9.872 2

Refzos T 10 4.000 0.617 1.00 4.936 2

CANTIDAD TOTALKg/ml

CANTIDADKg/ml

V

I

G

A

-

C

A

D

E

N

A

EJEDIMENSIONES

TOTALDIMENSIONES

Kg/ml CANTIDAD

TOTAL

ELEMENTO EJE

EJEDIMENSIONES

T

E

N

S

O

R

E

S

ELEMENTO Kg/ml

EJEDIMENSIONES

S

O

B

R

E

C

I

M

I

E

N

T

O

ELEMENTO

CANTIDAD

TOTAL

P

I

L

A

R

E

S

ELEMENTO


6/13

119.509 19.33% OK

LARGOL

O

S

A

1-3 8 6.050 0.395 0.18 0.73 5 30.25 11.949 6 103.186

8 8.300 0.395 0.18 0.71 4 33.20 13.114 8 153.991

8 3.900 0.395 0.18 1.85 11 42.90 16.946 10 36.866

10 1.750 0.617 0.2 1.12 6 10.50 6.479 12 13.498

8 5.500 0.395 0.18 1 6 33.00 13.035

8 3.750 0.395 0.18 0.85 5 18.75 7.406

8 5.750 0.395 0.16 2.4 15 86.25 34.069

8 5.050 0.395 0.16 0.7 5 25.25 9.974

8 4.100 0.395 0.16 0.7 5 20.50 8.098

8 6.650 0.395 0.16 2.4 15 99.75 39.401

0.000 0.000 0.16 - 0 0.000

0.000 0.000 0.16 - 0 0.000

0.000 0.000 0.16 - 0 0.000

0.000 0.000 0.16 - 0 0.0000.000 0.000 0.16 - 0 0.000

0.000 0.000 0.16 - 0 0.000

0.000 0.000 0.16 - 0 0.000

0.000 0.000 0.16 - 0 0.000

Refuerzos 0.000

en x 12 2.300 0.888 1 2 2.042

en x 10 1.250 0.617 1 1 0.771

en y 10 2.750 0.617 4 11 6.787

eje A 10 1.850 0.617 10 19 11.415

eje C 10 1.850 0.617 10 19 11.415

en y 12 2.850 0.888 4 11 10.123

en y 12 1.500 0.888 1 2 1.332

Araas 6 0.222 464.80 103.186

307.540 49.75%

122 Casas

6 192.359 31.115% 0.327 23,467.798

8 153.991 24.909% 0.262 18,786.872

10 233.289 37.735% 0.396 28,461.250

12 38.584 6.241% 0.066 4,707.199

618.222 1.000 1.050 75,423.119 624.346

6.123

Escalerillas 32 tiras 1.350 43.2 kg

RESUMEN

TOTAL Kg

SOBRECIMIENTO 108.18

TENSORES 29.28

PILARES 59.84

VIGA - CADENA 119.51

LOSA 307.54

TOTAL 624.35

5865.6

Paso Dist

Numero Total ML Total Kg

TOTALES POR

L

OS

A


Kg/ml


7/13

' '

C

ELEMENTO CANTIDAD EJES NOMBRE

ELEMENTO CANTIDAD EJES NOMBRE

C

E

R

C

H

A

T

1

ELEMENTO EJES

F

R

O

N

T

O

N

S

T

1

CANTIDAD NOMBRE


8/13

"

" "

* "

"""


9/13

LARGO

1 12 4.540 0.888 4 16.126

8 4.540 0.395 4 7.1738 1.320 0.395 21 10.949

8 4.030 0.395 1 1.592

2 12 3.200 0.888 4 11.366

8 3.200 0.395 4 5.056

8 1.320 0.395 15 7.821

8 2.800 0.395 1 1.106

3 12 7.340 0.888 4 26.072

8 6.830 0.395 4 10.791

8 1.140 0.395 35 15.761

A 12 5.640 0.888 4 20.033

8 5.130 0.395 5 10.132

8 1.320 0.395 27 13.817

B 12 2.500 0.888 4 8.880

8 2.100 0.395 4 3.318

8 1.690 0.395 12 8.011

8 1.200 0.395 12 5.688

10 2.200 0.617 12 16.289

8 2.200 0.395 10 8.516

Malla F'

Entre A-B 8 7.260 0.395 21 60.222

Entre B-C 8 6.360 0.395 15 37.683

Entre 1-2 8 6.160 0.395 6 13.383

Entre 2-3 8 8.960 0.395 22 77.862

Araas 8 0.800 0.395 120 37.920

435.567

8 336.801 77.325% 0.812

10 16.289 3.740% 0.039

12 82.477 18.936% 0.199

435.567 1.000 1.050

CANTIDAD TOTAL

TOTALES POR

LOSADEFUNDACION


Kg/ml


10/13


11/13

6 8 10 12 16

0.222 0.395 0.617 0.888 1.578

100.00%

30.000 Casas

10,104.021

488.664

2,474.323

13,067.008


12/13

5865.6


13/13

ladrillos

PARTIDA UBICACIN UNIDAD VANOS TOTAL

LARGO ANCHO ALTO lisos 120

ranurados 1100

- Grano Exterior Fachada Principal m2 4.44 2.65 2.47 9.30

y pintura acrilica Fachada Lateral Acceso 2.72 2.65 2.10 5.11 Albailera 40.8740.97 2.65 2.57

4.29 2.65 0.47 10.90

Fachada Trasera 5.31 2.65 5.11 8.96

Muro Adosamiento 7.00 3.50 24.50

Cielo Acceso 2.72 0.92 2.50

63.84

- Siding Fachada Principal m2 5.17 0.92 4.76

pintura acrilica 2.40 2.96 1.75 5.35

Fachada Trasera 5.17 0.92 4.76

2.40 2.96 1.75 5.35

Fachada Lateral Acceso 7.00 0.60 4.20

Alero Delantero 3.53 0.60 2.12

4.54 0.60 2.72Alero Trasero 3.53 0.60 2.12

4.54 0.60 2.72

Alero Lateral 7.00 0.80 5.60

Lucarna 1.45 1.50 0.89 1.29

1.45 0.70 1.02

1.31 1.50 1.97

Alero Lucarna 2.62 0.37 0.97

2.60 0.30 0.78

45.71 109.55

- Latex Cielo 2 Piso Cielo 2 piso m2 2.82 1.64 4.62

2.82 1.85 5.22

2.82 1.73 4.88

2.25 1.20 2.701.20 1.18 1.42

18.84

- Grano Losa Cielo 1 piso m2 3.28 1.67 5.48

2.76 1.07 2.95

0.76 0.70 0.53

4.08 2.55 10.40

2.02 0.60 1.21

0.95 0.77 0.73

0.00

21.31

Latex 1 piso Muros Albailera m2 3.85 2.30 8.860.81 2.30 1.86

1.30 2.30 2.99

2.56 2.30 2.10 3.79

4.08 2.30 2.45 6.94

3.32 2.30 7.64

0.80 1.40 1.12

0.70 0.70 0.49

33.68

- Esmalte al Agua Bao 1 piso m2 1.74 2.30 4.00

1.24 2.30 2.85

2.57 1.01 0.46 2.13

1.95 1.21 2.36

1.21 0.42 0.51Cocina 3.22 2.30 7.41

1.67 2.30 2.12 1.73

2.70 2.30 6.21

1.35 1.20 1.62

1.25 2.00 2.50

1.00 0.70 0.70

1.65 0.60 0.99

Cielo Cocina 2.70 1.68 4.54

0.97 0.51 0.49

38.04

Destaques de Yeso Pilares, Cadenas y Rasgos 1 piso ml 47.36 47.36

Huincha en Tabiques ml 96.13 96.13

MEDIDAS

cubicacion estruct casas.xls

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