To trabajo 22

52
PREDIMENSIONAMIENTO DE VIGAS PRINCIPALES TRAMO CONFIGURACION LUZ (m) Bt (m) S/C (kg/cm) SOBRECARGA ABB B (cm) H (cm) ADOP (B*H) B (cm) H (cm) EJE PRINC EJE SEC BT/20 H/2 2H/3 1-1 A-B CONTINUO 7.03 2.16 250 10.80 31.70 42.26 63.39 35x60 37.28 63.91 2-2 A-B CONTINUO 7.03 2.16 250 10.80 31.70 42.26 63.39 35x60 37.28 63.91 3-3 A-B CONTINUO 7.03 2.25 250 11.25 31.70 42.26 63.39 35x60 37.28 63.91 4-4 A-B CONTINUO 7.03 4.22 250 21.10 31.70 42.26 63.39 35x60 37.28 63.91 5-5 A-B CONTINUO 7.03 4.23 250 21.15 31.70 42.26 63.39 35x60 37.28 63.91 6-6 A-B CONTINUO 7.03 4.23 250 21.15 31.70 42.26 63.39 35x60 37.28 63.91 7-7 A-B CONTINUO 7.03 2.27 250 11.35 31.70 42.26 63.39 35x60 37.28 63.91

description

Pre Dimension Amien To trabajo 22

Transcript of To trabajo 22

Page 1: To trabajo 22

PREDIMENSIONAMIENTO DE VIGAS PRINCIPALES

TRAMOCONFIGURACION LUZ (m) Bt (m) S/C (kg/cm)

SOBRECARGA ABBADOP (B*H)B (cm)

H (cm) ADOP (B*H) B (cm) H (cm) ADOP (B*H)EJE PRINC EJE SEC BT/20 H/2 2H/3

1-1 A-B CONTINUO 7.03 2.16 250 10.80 31.70 42.26 63.39 35x60 37.28 63.91 35x60 35x602-2 A-B CONTINUO 7.03 2.16 250 10.80 31.70 42.26 63.39 35x60 37.28 63.91 35x60 35x603-3 A-B CONTINUO 7.03 2.25 250 11.25 31.70 42.26 63.39 35x60 37.28 63.91 35x60 35x604-4 A-B CONTINUO 7.03 4.22 250 21.10 31.70 42.26 63.39 35x60 37.28 63.91 35x60 35x605-5 A-B CONTINUO 7.03 4.23 250 21.15 31.70 42.26 63.39 35x60 37.28 63.91 35x60 35x606-6 A-B CONTINUO 7.03 4.23 250 21.15 31.70 42.26 63.39 35x60 37.28 63.91 35x60 35x607-7 A-B CONTINUO 7.03 2.27 250 11.35 31.70 42.26 63.39 35x60 37.28 63.91 35x60 35x60

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ANTONIO BLANCO BLASCO S/C α β25x50 30x50 250 11.09 13

L ≤ 6.5 25x60 30x60 40x60 500 10.3 11L ≤ 7.5 25x70 30x70 40x70 50x70 750 9.2 10

L ≤ 8.5 30x75 40x75 30x80 40x80 1000 8.8 9

L ≤ 9.5 30x85 30x90 40x85 40x90

CONFIG K

CONTINUO 1

SA 1.4

VOLADIZO 2.8

L ≤ 5.5

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PREDIMENSIONAMIENTO DE VIGAS SECUNDARIAS

TRAMOCONFIGURACION LUZ (m) S/C (kg/cm)

SOBRECARGA ABBADOP (B*H)B (cm)

H (cm) ADOP (B*H) B (cm) H (cm) ADOP (B*H)EJE SEC EJE PRIN H/2 2H/3

A-A 4-5 CONTNUO 4.24 250 16.31 21.74 32.62 20x30 22.48 38.55 20x40 25x30B-B 1-2 CONTNUO 4.24 250 16.31 21.74 32.62 20x30 22.48 38.55 20x40 25x30

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CRITERIO DE SOBRECARGAANTONIO BLANCO BLASCO

25x50 30x50 S/C α βL ≤ 6.5 25x60 30x60 40x60 250 11.09 13L ≤ 7.5 25x70 30x70 40x70 50x70 500 10.3 11L ≤ 8.5 30x75 40x75 30x80 40x80 750 9.2 10

L ≤ 9.5 30x85 30x90 40x85 40x90 1000 8.8 9

CONFIG K

CONTINUO 1

SA 1.4

VOLADIZO 2.8

L ≤ 5.5

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PREDIMENSIONAMIENTO DE COLUMNAS

N° PISOS 4P (kg) 1200 NTPf'c (kg/cm2) 210

COLUMNA UBICACIÓN AREA TRIB (m2) A (cm2) B (asumido) H (calculado) CHEQUEO BxHC-1 Esquina 14.832 968.62 35.00 30.00 Ok 35x30C-2 Central 23.904 1214.17 35.00 35.00 Ok 35x35C-3 Central 23.961 1217.07 35.00 35.00 Ok 35x35C-4 Central 23.961 1217.07 35.00 30.00 Redim 35x30C-5 Esquina 12.01 784.33 35.00 25.00 Ok 35x25C-6 Esquina 7.452 486.66 35.00 25.00 Ok 35x25C-7 Central 14.867 755.15 35.00 25.00 Ok 35x25C-8 Central 14.867 755.15 35.00 30.00 Ok 35x30C-9 Central 14.832 753.37 35.00 25.00 Ok 35x25

C-10 Esquina 7.38 481.96 35.00 25.00 Ok 35x25C-11 Esquina 7.065 461.39 35.00 30.00 Ok 35x30C-12 Esquina 7.065 461.39 35.00 25.00 Ok 35x25C-13 Esquina 11.387 743.64 35.00 25.00 Ok 35x25C-14 Esquina 11.387 743.64 35.00 30.00 Ok 35x30

CRITERIO UTILIZADO

UBICACIÓN nCentral 0.45Esquina 0.35

NOTA: El criterio utilizado, es del libro de Antonio Blanco Blasco:"Estructuracion y Diseño de Edificaciones de Concreto Armado"

A=𝑃/(𝑛𝑓´𝑐)

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PREDIMENSIONAMIENTO DE LOSA ALIGERADA

I PREDIMENSIONAMIENTO DE LOSA DE SEGUNDO A CUARTO NIVEL

1 Criterio de Sobrecarga 2 Criterio de Calidad Constructiva S/C h150 L/30

S/C = 350 kg/m h=L/18 ==> h= 0.39 m 200 L/28Luz Critica = 7.03 m h=L/25 ==> h= 0.28 m 250 L/26

h = 0.32 m 300 L/24350 L/22

3 VALOR ASUMIDO 400 L/21

h = 30.00 cm

I PREDIMENSIONAMIENTO DE LOSA DE AZOTEA

1 Criterio de Sobrecarga 2 Criterio de Calidad Constructiva

S/C = 150 kg/m h=L/18 ==> h= 0.39 mLuz Critica = 7.03 m h=L/25 ==> h= 0.28 m

h = 0.23 m

3 VALOR ASUMIDO

h = 25.00 cm

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METRADO DE VIGA PRICIPAL 1-1AT=(4,25+4,28)/2=4,265

NIVEL VIGA TRAMO DESCRIPCIÓNMETRADO

Long deTab.

A-B

peso propio de viga 2400.00 0.25 0.30

Losa 300.00 2.4 1

Piso 100.00 2.4 1

Tabiqueria Equivalente 290.50 15.78 26.4 2.4

S/C 150.00 4.265 1

B-C

peso propio de viga 2400.00 0.25 0.50

Losa+Piso terminado 400.00 3.2 1

parapeto longitudinal 285.00 1 1

S/C 150.00 4.265 1

C-D

peso propio de viga 2400.00 0.25 0.50

Losa+Piso terminado 1 400.00 4.265 1

Losa+Piso terminado 2 400.00 2.415 1

parapeto longitudinal 285.00 1 1

parapeto transversal 285.00 1.85 1

S/C 150.00 4.265 1

A-B

peso propio de viga 2400.00 0.25 0.50

Losa+Piso terminado 1 400.00 4.265 1

Losa+Piso terminado 2 400.00 2.415 1

muro longitudinal 1 285.00 1 2.5

muro longitudinal 2 285.00 1 2.5

muro longitudinal 3 285.00 1 2.5

muro transversal 1 285.00 3.05 2.5

muro transversal 2 285.00 0.35 2.5

muro transversal 3 285.00 0.35 2.5

S/C 300.00 4.265 1

B-C

peso propio de viga 2400.00 0.25 0.50

Losa+Piso terminado 400.00 3.09 1

alfeizer longitudianal 285.00 1 1

S/C 300.00 3.09 1

C-D

peso propio de viga 2400.00 0.25 0.50

Losa+Piso terminado 1 400.00 4.265 1

Losa+Piso terminado 2 400.00 2.415 1

muro longitudinal 1 285.00 1 2.5

muro longitudinal 2 285.00 1 2.5

muro longitudinal 3 285.00 1 2.5

muro transversal 1 285.00 3.05 2.5

muro transversal 2 285.00 0.35 2.5

muro transversal 3 285.00 0.35 2.5

S/C 300.00 4.265 1

A-B

peso propio de la viga 2400.00 0.25 0.50

Losa+Piso terminado 400.00 4.265 1

muro transversal 1 285.00 4.265 2.5

muro transversal 2 285.00 0.5 2.5

kg/m2 y/o Kg/m3

AT (m) o base de viga o

Area Trib

h (m) muro y/o viga

3° NIVEL O AZOTEA

3er.Nivel

2do. Nivel

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A-B muro transversal 3 285.00 0.75 2.5

muro transversal 4 285.00 2.15 2.5

muro longitudinal 1 285.00 1 2.5

muro longitudinal 2 285.00 1 2.5

S/C 300.00 4.265 1

B-C

peso propio de la viga 2400.00 0.25 0.50

Losa+Piso terminado 400.00 4.265 1

muro longitudinal 285.00 1 2.5

muro transversal 285.00 4.1 2.5

S/C 300.00 4.265 1

C-D

peso propio de la viga 2400.00 0.25 0.50

Losa+Piso terminado 400.00 4.265 1

muro transversal 1 285.00 4.265 2.5

muro transversal 2 285.00 0.5 2.5

muro transversal 3 285.00 0.75 2.5

muro transversal 4 285.00 2.15 2.5

muro longitudinal 1 285.00 1 2.5

muro longitudinal 2 285.00 1 2.5

S/C 300.00 4.265 1

A-B

peso propio de la viga 2400.00 0.25 0.50

Losa+Piso terminado 400.00 4.265 1

muro transversal 1 285.00 4.265 2.5

muro transversal 2 285.00 0.5 2.5

muro transversal 3 285.00 0.75 2.5

muro transversal 4 285.00 2.15 2.5

muro longitudinal 1 285.00 1 2.5

muro longitudinal 2 285.00 1 2.5

S/C 300.00 4.265 1

B-C

peso propio de la viga 2400.00 0.25 0.50

Losa+Piso terminado 400.00 4.265 1

muro transversal 285.00 4.1 2.5

S/C 300.00 4.265 1

C-D

peso propio de la viga 2400.00 0.25 0.50

Losa+Piso terminado 400.00 4.265 1

muro transversal 1 285.00 4.265 2.5

muro transversal 2 285.00 0.5 2.5

muro transversal 3 285.00 0.75 2.5

muro transversal 4 285.00 2.15 2.5

muro longitudinal 1 285.00 1 2.5

muro longitudinal 2 285.00 1 2.5

S/C 300.00 4.265 1

2do. Nivel

1er. Nivel

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METRADO DE VIGA PRICIPAL 1-1

180.00 180.00 252.00720.00 720.00 1008.00240.00 240.00 336.00697.19 1673.25 2342.56639.75 639.75 1087.575300.00 300.00 420.00

1280.00 1280.00 1792.00285.00 285.00 399.00639.75 639.75 1087.575300.00 300.00 420.00

1706.00 1706.00 2388.40966.00 966.00 1352.40285.00 285.00 399.00527.25 527.25 738.15639.75 639.75 1087.575300.00 300.00 420.00

1706.00 1706.00 2388.40966.00 966.00 1352.40712.50 712.50 997.50712.50 712.50 997.50712.50 712.50 712.50 997.50

2173.13 2173.13 3042.375249.38 249.38 349.125249.38 249.38 349.125

1279.50 1279.50 2175.15300.00 300.00 420.00

1236.00 1236.00 1730.40285.00 285.00 399.00927.00 927.00 1575.9300.00 300.00 420.00

1706.00 1706.00 2388.40966.00 966.00 1352.40712.50 712.50 997.50712.50 712.50 997.50712.50 712.50 997.50

2173.13 2173.13 3042.375249.38 249.38 349.125249.38 249.38 349.125

1279.50 1279.50 2175.15300.00 300.00 420.00

1706.00 1706.00 2388.403038.81 3038.81 4254.3375

356.25 356.25 498.75

CARGAS

PARCIALES

WD (kg/m)

PD (kg)

WL (kg/m)

WDu=1.4*WD (kg/m)

PDu=1.4PD (kg)

WLu=1.7*WL (kg/m)

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534.38 534.38 748.1251531.88 1531.88 2144.625

712.50 712.50 997.50712.50 712.50 997.50

1279.50 1279.50 2175.15300.00 300.00 420.00

1706.00 1706.00 2388.40712.50 712.50 997.50

2921.25 2921.25 4089.751279.50 1279.50 2175.15

300.00 300.00 420.001706.00 1706.00 2388.403038.81 3038.81 4254.3375

356.25 356.25 498.75534.38 534.38 748.125

1531.88 1531.88 2144.625712.50 712.50 997.50712.50 712.50 997.50

1279.50 1279.50 2175.15300.00 300.00 420.00

1706.00 1706.00 2388.403038.81 3038.81 4254.3375

356.25 356.25 498.75534.38 534.38 748.125

1531.88 1531.88 2144.625712.50 712.50 997.50712.50 712.50 997.50

1279.50 1279.50 2175.15300.00 300.00 420.00

1706.00 1706.00 2388.402921.25 2921.25 4089.751279.50 1279.50 2175.15

300.00 300.00 420.001706.00 1706.00 2388.403038.81 3038.81 4254.3375

356.25 356.25 498.75534.38 534.38 748.125

1531.88 1531.88 2144.625712.50 712.50 997.50712.50 712.50 997.50

1279.50 1279.50 2175.15

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METRADO DE VIGA PRINCIPAL 1-1

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

2.00

A-B

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/mTabiqueria Equivalente 1350 kg/m3 1.28 m 2.84 m2 2.23 m 2.45 m 496.69 kg/m 496.69 kg/m 695.37 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m 320.00 kg/m 448.00 kg/m

TOTAL 1160.00 kg/m 320.00 kg/m 1620.00 kg/m 450.00 kg/m

B-C

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/mTabiqueria Equivalente 1350 kg/m3 1.28 m 3.70 m2 0.35 m 1.80 m 2.45 m 1.00 m 185.44 kg/m 185.44 kg/m 259.62 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m 320.00 kg/m 448.00 kg/m

TOTAL 850.00 kg/m 320.00 kg/m 1190.00 kg/m 450.00 kg/m

C-D

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/mTabiqueria Equivalente 1350 kg/m3 1.28 m 3.67 m2 3.00 m 2.45 m 517.08 kg/m 517.08 kg/m 723.91 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m 320.00 kg/m 448.00 kg/m

TOTAL 1180.00 kg/m 320.00 kg/m 1650.00 kg/m 450.00 kg/m

3 Y 4

A-B

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/mTabiqueria Equivalente 1350 kg/m3 1.28 m 2.84 m2 2.23 m 2.45 m 496.69 kg/m 496.69 kg/m 695.37 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m 320.00 kg/m 448.00 kg/m

TOTAL 1160.00 kg/m 320.00 kg/m 1620.00 kg/m 450.00 kg/m

B-C

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/mTabiqueria Equivalente 1350 kg/m3 1.28 m 3.70 m2 0.35 m 1.80 m 2.45 m 1.00 m 185.44 kg/m 185.44 kg/m 259.62 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m 320.00 kg/m 448.00 kg/m

TOTAL 850.00 kg/m 320.00 kg/m 1190.00 kg/m 450.00 kg/m

C-D

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/mTabiqueria Equivalente 1350 kg/m3 1.28 m 3.67 m2 3.00 m 2.45 m 517.08 kg/m 517.08 kg/m 723.91 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m 320.00 kg/m 448.00 kg/m

TOTAL 1180.00 kg/m 320.00 kg/m 1650.00 kg/m 450.00 kg/m

AZOTEA

A-B

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/m

ωD ωL ωDu ωLu

Page 12: To trabajo 22

AZOTEA

A-BTabiqueria Equivalente 1350 kg/m3 1.28 m 2.84 m2 2.10 m 1.00 m 190.91 kg/m 190.91 kg/m 267.28 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m 320.00 kg/m 448.00 kg/m

TOTAL 850.00 kg/m 320.00 kg/m 1190.00 kg/m 450.00 kg/m

B-C

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/m

Piso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/mTabiqueria Equivalente 1350 kg/m3 1.28 m 3.70 m2 5.15 m 1.00 m 359.37 kg/m 359.37 kg/m 503.12 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/m

TOTAL 1020.00 kg/m 130.00 kg/m 1430.00 kg/m 180.00 kg/m

C-D

Peso Losa Aligerada 300 kg/m2 1.28 m 384.00 kg/m 384.00 kg/m 537.60 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/mTabiqueria Equivalente 1350 kg/m3 1.28 m 3.67 m2 2.80 m 1.00 m 196.98 kg/m 196.98 kg/m 275.78 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 100 kg/m2 1.28 m 128.00 kg/m 128.00 kg/m 179.20 kg/m

TOTAL 860.00 kg/m 130.00 kg/m 1200.00 kg/m 180.00 kg/m

METRADO DE VIGA PRINCIPAL 2-2

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

2.00

A-B

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 7.28 m2 2.15 m 2.50 m 490.39 kg/m 490.39 kg/m 686.55 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 3.28 m 820.00 kg/m 820.00 kg/m 1148.00 kg/m

TOTAL 1950.00 kg/m 820.00 kg/m 2730.00 kg/m 1150.00 kg/m

B-C

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 9.50 m2 3.37 m 4.30 m 2.50 m 1.00 m 889.68 kg/m 889.68 kg/m 1245.55 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 3.28 m 820.00 kg/m 820.00 kg/m 1148.00 kg/m

TOTAL 2350.00 kg/m 820.00 kg/m 3290.00 kg/m 1150.00 kg/m

C-D

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 9.42 m2 4.65 m 2.50 m 819.67 kg/m 819.67 kg/m 1147.54 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 3.28 m 820.00 kg/m 820.00 kg/m 1148.00 kg/m

TOTAL 2280.00 kg/m 820.00 kg/m 3190.00 kg/m 1150.00 kg/m

3 Y 4

A-B

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 7.28 m2 2.68 m 2.45 m 599.06 kg/m 599.06 kg/m 838.68 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/m

ωD ωL ωDu ωLu

Page 13: To trabajo 22

3 Y 4

A-B

S/C 250 kg/m2 3.28 m 820.00 kg/m 820.00 kg/m 1148.00 kg/mTOTAL 2060.00 kg/m 820.00 kg/m 2890.00 kg/m 1150.00 kg/m

B-C

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 9.50 m2 0.35 m 1.80 m 2.45 m 1.00 m 185.80 kg/m 185.80 kg/m 260.12 kg/m

Peso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/m

S/C 250 kg/m2 3.28 m 820.00 kg/m 820.00 kg/m 1148.00 kg/mTOTAL 1650.00 kg/m 820.00 kg/m 2310.00 kg/m 1150.00 kg/m

C-D

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 9.42 m2 3.00 m 2.45 m 518.25 kg/m 518.25 kg/m 725.54 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 250 kg/m2 3.28 m 820.00 kg/m 820.00 kg/m 1148.00 kg/m

TOTAL 1980.00 kg/m 820.00 kg/m 2770.00 kg/m 1150.00 kg/m

AZOTEA

A-B

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 7.28 m2 1.90 m 1.00 m 173.35 kg/m 173.35 kg/m 242.69 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/m

TOTAL 1640.00 kg/m 330.00 kg/m 2290.00 kg/m 460.00 kg/m

B-C

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 9.50 m2 4.45 m 1.00 m 311.13 kg/m 311.13 kg/m 435.58 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/m

TOTAL 1770.00 kg/m 330.00 kg/m 2480.00 kg/m 460.00 kg/m

C-D

Peso Losa Aligerada 300 kg/m2 3.28 m 984.00 kg/m 984.00 kg/m 1377.60 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/mTabiqueria Equivalente 1350 kg/m3 3.28 m 9.42 m2 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/m 150.00 kg/m 210.00 kg/mS/C 100 kg/m2 3.28 m 328.00 kg/m 328.00 kg/m 459.20 kg/m

TOTAL 1460.00 kg/m 330.00 kg/m 2050.00 kg/m 460.00 kg/m

METRADO DE VIGA PRINCIPAL 3-3

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

2.00

A-C

Peso Losa Aligerada 300 kg/m2 3.25 m 975.00 kg/m 975.00 kg/m 1365.00 kg/mPiso 100 kg/m2 3.25 m 325.00 kg/m 325.00 kg/m 455.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.25 m 16.66 m2 6.18 m 3.12 m 2.50 m 1.00 m 733.58 kg/m 733.58 kg/m 1027.01 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.25 m 812.50 kg/m 812.50 kg/m 1137.50 kg/m

TOTAL 2300.00 kg/m 810.00 kg/m 3230.00 kg/m 1140.00 kg/m

ωD ωL ωDu ωLu

Page 14: To trabajo 22

2.00

D-C

Peso Losa Aligerada 300 kg/m2 3.25 m 975.00 kg/m 975.00 kg/m 1365.00 kg/mPiso 100 kg/m2 3.25 m 325.00 kg/m 325.00 kg/m 455.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.25 m 9.34 m2 4.13 m 2.50 m 727.53 kg/m 727.53 kg/m 1018.54 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.25 m 812.50 kg/m 812.50 kg/m 1137.50 kg/m

TOTAL 2300.00 kg/m 810.00 kg/m 3220.00 kg/m 1140.00 kg/m

3 Y 4

A-C

Peso Losa Aligerada 300 kg/m2 3.25 m 975.00 kg/m 975.00 kg/m 1365.00 kg/m

Piso 100 kg/m2 3.25 m 325.00 kg/m 325.00 kg/m 455.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.25 m 16.66 m2 6.63 m 3.12 m 2.50 m 1.00 m 778.02 kg/m 778.02 kg/m 1089.22 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.25 m 812.50 kg/m 812.50 kg/m 1137.50 kg/m

TOTAL 2350.00 kg/m 810.00 kg/m 3290.00 kg/m 1140.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 3.25 m 975.00 kg/m 975.00 kg/m 1365.00 kg/mPiso 100 kg/m2 3.25 m 325.00 kg/m 325.00 kg/m 455.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.25 m 9.34 m2 4.13 m 2.50 m 727.53 kg/m 727.53 kg/m 1018.54 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.25 m 812.50 kg/m 812.50 kg/m 1137.50 kg/m

TOTAL 2300.00 kg/m 810.00 kg/m 3220.00 kg/m 1140.00 kg/m

AZOTEA

A-C

Peso Losa Aligerada 300 kg/m2 3.25 m 975.00 kg/m 975.00 kg/m 1365.00 kg/mPiso 100 kg/m2 3.25 m 325.00 kg/m 325.00 kg/m 455.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.25 m 16.66 m2 2.47 m 3.80 m 2.50 m 1.00 m 394.05 kg/m 394.05 kg/m 551.66 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 100 kg/m2 3.25 m 325.00 kg/m 325.00 kg/m 455.00 kg/m

TOTAL 1960.00 kg/m 330.00 kg/m 2750.00 kg/m 450.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 3.25 m 975.00 kg/m 975.00 kg/m 1365.00 kg/mPiso 100 kg/m2 3.25 m 325.00 kg/m 325.00 kg/m 455.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.25 m 9.34 m2 1.73 m 2.50 m 304.75 kg/m 304.75 kg/m 426.65 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 100 kg/m2 3.25 m 325.00 kg/m 325.00 kg/m 455.00 kg/m

TOTAL 1870.00 kg/m 330.00 kg/m 2620.00 kg/m 450.00 kg/m

METRADO DE VIGA PRINCIPAL 4-4

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

2.00

A-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 15.50 m2 3.13 m 3.77 m 2.50 m 1.00 m 454.45 kg/m 454.45 kg/m 636.23 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m 750.00 kg/m 1050.00 kg/m

TOTAL 1920.00 kg/m 750.00 kg/m 2690.00 kg/m 1050.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/m

ωD ωL ωDu ωLu

Page 15: To trabajo 22

2.00

D-CTabiqueria Equivalente 1350 kg/m3 3.00 m 8.70 m2 5.07 m 2.50 m 885.06 kg/m 885.06 kg/m 1239.09 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m 750.00 kg/m 1050.00 kg/m

TOTAL 2360.00 kg/m 750.00 kg/m 3300.00 kg/m 1050.00 kg/m

3 Y 4

A-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 15.50 m2 3.17 m 3.77 m 2.50 m 1.00 m 458.37 kg/m 458.37 kg/m 641.72 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m 750.00 kg/m 1050.00 kg/m

TOTAL 1930.00 kg/m 750.00 kg/m 2700.00 kg/m 1050.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 8.70 m2 5.22 m 2.50 m 911.25 kg/m 911.25 kg/m 1275.75 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m 750.00 kg/m 1050.00 kg/m

TOTAL 2380.00 kg/m 750.00 kg/m 3330.00 kg/m 1050.00 kg/m

AZOTEA

A-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 15.50 m2 2.18 m 3.80 m 2.50 m 1.00 m 362.54 kg/m 362.54 kg/m 507.56 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/m

TOTAL 1830.00 kg/m 300.00 kg/m 2570.00 kg/m 420.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 8.70 m2 1.73 m 2.50 m 302.00 kg/m 302.00 kg/m 422.81 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/m

TOTAL 1770.00 kg/m 300.00 kg/m 2480.00 kg/m 420.00 kg/m

METRADO DE VIGA PRINCIPAL 5-5

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

2.00

A-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 15.24 m2 0.00 m 0.00 m 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m 750.00 kg/m 1050.00 kg/m

TOTAL 1470.00 kg/m 750.00 kg/m 2060.00 kg/m 1050.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 8.55 m2 5.29 m 2.50 m 939.67 kg/m 939.67 kg/m 1315.54 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m 750.00 kg/m 1050.00 kg/m

ωD ωL ωDu ωLu

Page 16: To trabajo 22

2.00

D-C

TOTAL 2410.00 kg/m 750.00 kg/m 3370.00 kg/m 1050.00 kg/m

3 Y 4

A-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 15.24 m2 0.00 m 0.00 m 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m 750.00 kg/m 1050.00 kg/m

TOTAL 1470.00 kg/m 750.00 kg/m 2060.00 kg/m 1050.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 8.55 m2 1.97 m 2.50 m 349.93 kg/m 349.93 kg/m 489.91 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m 750.00 kg/m 1050.00 kg/m

TOTAL 1820.00 kg/m 750.00 kg/m 2550.00 kg/m 1050.00 kg/m

AZOTEA

A-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 15.24 m2 0.00 m 0.00 m 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/m

TOTAL 1470.00 kg/m 300.00 kg/m 2060.00 kg/m 420.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 3.00 m 900.00 kg/m 900.00 kg/m 1260.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/mTabiqueria Equivalente 1350 kg/m3 3.00 m 8.55 m2 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 100 kg/m2 3.00 m 300.00 kg/m 300.00 kg/m 420.00 kg/m

TOTAL 1470.00 kg/m 300.00 kg/m 2060.00 kg/m 420.00 kg/m

METRADO DE VIGA PRINCIPAL 6-6

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h32.00

A-C

Peso Losa Aligerada 300 kg/m2 1.90 m 570.00 kg/m 570.00 kg/m 798.00 kg/mPiso 100 kg/m2 1.90 m 190.00 kg/m 190.00 kg/m 266.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.90 m 9.74 m2 0.00 m 0.00 m 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 1.90 m 475.00 kg/m 475.00 kg/m 665.00 kg/m

TOTAL 1030.00 kg/m 480.00 kg/m 1440.00 kg/m 670.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 1.90 m 570.00 kg/m 570.00 kg/m 798.00 kg/mPiso 100 kg/m2 1.90 m 190.00 kg/m 190.00 kg/m 266.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.90 m 5.46 m2 2.80 m 2.50 m 493.27 kg/m 493.27 kg/m 690.58 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 1.90 m 475.00 kg/m 475.00 kg/m 665.00 kg/m

TOTAL 1520.00 kg/m 480.00 kg/m 2130.00 kg/m 670.00 kg/m

3 Y 4

A-C

Peso Losa Aligerada 300 kg/m2 1.90 m 570.00 kg/m 570.00 kg/m 798.00 kg/mPiso 100 kg/m2 1.90 m 190.00 kg/m 190.00 kg/m 266.00 kg/m

ωD ωL ωDu ωLu

Page 17: To trabajo 22

3 Y 4

A-C Tabiqueria Equivalente 1350 kg/m3 1.90 m 9.74 m2 0.00 m 0.00 m 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 1.90 m 475.00 kg/m 475.00 kg/m 665.00 kg/m

TOTAL 1030.00 kg/m 480.00 kg/m 1440.00 kg/m 670.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 1.90 m 570.00 kg/m 570.00 kg/m 798.00 kg/mPiso 100 kg/m2 1.90 m 190.00 kg/m 190.00 kg/m 266.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.90 m 5.46 m2 2.80 m 2.50 m 493.27 kg/m 493.27 kg/m 690.58 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 250 kg/m2 1.90 m 475.00 kg/m 475.00 kg/m 665.00 kg/m

TOTAL 1520.00 kg/m 480.00 kg/m 2130.00 kg/m 670.00 kg/m

AZOTEA

A-C

Peso Losa Aligerada 300 kg/m2 1.90 m 570.00 kg/m 570.00 kg/m 798.00 kg/mPiso 100 kg/m2 1.90 m 190.00 kg/m 190.00 kg/m 266.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.90 m 9.74 m2 0.00 m 0.00 m 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 100 kg/m2 1.90 m 190.00 kg/m 190.00 kg/m 266.00 kg/m

TOTAL 1030.00 kg/m 190.00 kg/m 1440.00 kg/m 270.00 kg/m

D-C

Peso Losa Aligerada 300 kg/m2 1.90 m 570.00 kg/m 570.00 kg/m 798.00 kg/mPiso 100 kg/m2 1.90 m 190.00 kg/m 190.00 kg/m 266.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.90 m 5.46 m2 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m 270.00 kg/m 378.00 kg/mS/C 100 kg/m2 1.90 m 190.00 kg/m 190.00 kg/m 266.00 kg/m

TOTAL 1030.00 kg/m 190.00 kg/m 1440.00 kg/m 270.00 kg/m

Page 18: To trabajo 22

METRADO DE VIGA SECUNDARIA A-A PISOS 2, 3 Y 4

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h32,3 Y4

1-2

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 1.94 m2 2.30 m 2.45 m 470.55 kg/m 470.55 kg/m 658.77 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 970.00 kg/m 200.00 kg/m 1360.00 kg/m 280.00 kg/m

2-3

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 3.40 m2 5.30 m 2.50 m 631.32 kg/m 631.32 kg/m 883.85 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 1130.00 kg/m 200.00 kg/m 1580.00 kg/m 280.00 kg/m

3-4

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 1.80 m2 2.90 m 2.50 m 652.50 kg/m 652.50 kg/m 913.50 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 1150.00 kg/m 200.00 kg/m 1610.00 kg/m 280.00 kg/m

4-5

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 3.04 m2 3.80 m 2.50 m 506.25 kg/m 506.25 kg/m 708.75 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 1010.00 kg/m 200.00 kg/m 1410.00 kg/m 280.00 kg/m

5-6

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 2.38 m2 3.00 m 2.50 m 510.50 kg/m 510.50 kg/m 714.71 kg/m

ωD ωL ωDu ωLu

Page 19: To trabajo 22

5-6Peso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 1010.00 kg/m 200.00 kg/m 1410.00 kg/m 280.00 kg/m

METRADO DE VIGA SECUNDARIA A-A AZOTEA

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

AZOTEA

1-2

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 1.94 m2 2.30 m 1.00 m 192.06 kg/m 192.06 kg/m 268.89 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 690.00 kg/m 80.00 kg/m 970.00 kg/m 110.00 kg/m

2-3

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 3.40 m2 5.30 m 1.00 m 252.53 kg/m 252.53 kg/m 353.54 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 750.00 kg/m 80.00 kg/m 1050.00 kg/m 110.00 kg/m

3-4

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 1.80 m2 2.25 m 1.00 m 202.50 kg/m 202.50 kg/m 283.50 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 700.00 kg/m 80.00 kg/m 980.00 kg/m 110.00 kg/m

4-5

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 3.04 m2 3.80 m 1.00 m 202.50 kg/m 202.50 kg/m 283.50 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 700.00 kg/m 80.00 kg/m 980.00 kg/m 110.00 kg/m

5-6

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/m

ωD ωL ωDu ωLu

Page 20: To trabajo 22

AZOTEA

5-6

Piso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 2.38 m2 3.00 m 1.00 m 204.20 kg/m 204.20 kg/m 285.88 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 700.00 kg/m 80.00 kg/m 990.00 kg/m 110.00 kg/m

METRADO DE VIGA SECUNDARIA B-B

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

2,3 Y4 1-2

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 4.08 m2 0.75 m 2.08 m 2.50 m 1.00 m 314.07 kg/m 314.07 kg/m 439.70 kg/mPeso Propio 2400 kg/m3 0.25 m 0.20 m 120.00 kg/m 120.00 kg/m 168.00 kg/mS/C 250 kg/m2 1.60 m 400.00 kg/m 400.00 kg/m 560.00 kg/m

TOTAL 1070.00 kg/m 400.00 kg/m 1500.00 kg/m 560.00 kg/m

AZOTEA 1-2

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 4.08 m2 2.08 m 1.00 m 165.18 kg/m 165.18 kg/m 231.25 kg/mPeso Propio 2400 kg/m3 0.25 m 0.20 m 120.00 kg/m 120.00 kg/m 168.00 kg/mS/C 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/m

TOTAL 930.00 kg/m 160.00 kg/m 1300.00 kg/m 220.00 kg/m

ωD ωL ωDu ωLu

Page 21: To trabajo 22

METRADO DE VIGA SECUNDARIA C-C PISOS 2, 3 Y 4

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

2,3 Y4

1-2

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 3.88 m2 2.72 m 1.00 m 227.13 kg/m 227.13 kg/m 317.99 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 1.60 m 400.00 kg/m 400.00 kg/m 560.00 kg/m

TOTAL 1050.00 kg/m 400.00 kg/m 1470.00 kg/m 560.00 kg/m

2-3

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 6.80 m2 1.60 m 2.50 m 190.59 kg/m 190.59 kg/m 266.82 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 1.60 m 400.00 kg/m 400.00 kg/m 560.00 kg/m

TOTAL 1010.00 kg/m 400.00 kg/m 1410.00 kg/m 560.00 kg/m

3-4

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 3.60 m2 2.75 m 2.00 m 2.50 m 1.00 m 798.75 kg/m 798.75 kg/m 1118.25 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 1.60 m 400.00 kg/m 400.00 kg/m 560.00 kg/m

TOTAL 1620.00 kg/m 400.00 kg/m 2270.00 kg/m 560.00 kg/m

4-5

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 6.08 m2 2.37 m 2.50 m 315.74 kg/m 315.74 kg/m 442.04 kg/m

ωD ωL ωDu ωLu

Page 22: To trabajo 22

2,3 Y4

4-5Peso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 1.60 m 400.00 kg/m 400.00 kg/m 560.00 kg/m

TOTAL 1140.00 kg/m 400.00 kg/m 1590.00 kg/m 560.00 kg/m

5-6

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 4.76 m2 3.10 m 2.50 m 527.52 kg/m 527.52 kg/m 738.53 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 1.60 m 400.00 kg/m 400.00 kg/m 560.00 kg/m

TOTAL 1350.00 kg/m 400.00 kg/m 1890.00 kg/m 560.00 kg/m

METRADO DE VIGA SECUNDARIA C-C PISOS AZOTEA

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

AZOTEA

1-2

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 3.88 m2 2.72 m 1.00 m 227.13 kg/m 227.13 kg/m 317.99 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/m

TOTAL 1050.00 kg/m 160.00 kg/m 1470.00 kg/m 220.00 kg/m

2-3

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 6.80 m2 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/m

TOTAL 820.00 kg/m 160.00 kg/m 1150.00 kg/m 220.00 kg/m

3-4

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 3.60 m2 2.75 m 2.00 m 2.50 m 1.00 m 798.75 kg/m 798.75 kg/m 1118.25 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/m

TOTAL 1620.00 kg/m 160.00 kg/m 2270.00 kg/m 220.00 kg/m

ωD ωL ωDu ωLu

Page 23: To trabajo 22

AZOTEA

4-5

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 6.08 m2 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/m

TOTAL 820.00 kg/m 160.00 kg/m 1150.00 kg/m 220.00 kg/m

5-6

Peso Losa Aligerada 300 kg/m2 1.60 m 480.00 kg/m 480.00 kg/m 672.00 kg/mPiso 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/mTabiqueria Equivalente 1350 kg/m3 1.60 m 4.76 m2 0.00 m 0.00 m 0.00 kg/m 0.00 kg/m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 1.60 m 160.00 kg/m 160.00 kg/m 224.00 kg/m

TOTAL 820.00 kg/m 160.00 kg/m 1150.00 kg/m 220.00 kg/m

METRADO DE VIGA SECUNDARIA D-D PISOS 2, 3 Y 4

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

2,3 Y4

1-2

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 2.12 m2 2.30 m 2.40 m 421.81 kg/m 421.81 kg/m 590.54 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 920.00 kg/m 200.00 kg/m 1290.00 kg/m 280.00 kg/m

2-3

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 3.72 m2 5.85 m 2.40 m 611.42 kg/m 611.42 kg/m 855.99 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 1110.00 kg/m 200.00 kg/m 1560.00 kg/m 280.00 kg/m

3-4

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 1.97 m2 3.00 m 2.40 m 592.08 kg/m 592.08 kg/m 828.91 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

ωD ωL ωDu ωLu

Page 24: To trabajo 22

2,3 Y4 3-4

TOTAL 1090.00 kg/m 200.00 kg/m 1530.00 kg/m 280.00 kg/m

4-5

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 3.33 m2 3.80 m 2.40 m 443.68 kg/m 443.68 kg/m 621.15 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 940.00 kg/m 200.00 kg/m 1320.00 kg/m 280.00 kg/m

5-6

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 2.60 m2 4.15 m 2.40 m 620.58 kg/m 620.58 kg/m 868.82 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 250 kg/m2 0.80 m 200.00 kg/m 200.00 kg/m 280.00 kg/m

TOTAL 1120.00 kg/m 200.00 kg/m 1570.00 kg/m 280.00 kg/m

METRADO DE VIGA SECUNDARIA D-D AZOTEA

NIVEL TRAMO DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

AZOTEA

1-2

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 2.12 m2 2.30 m 1.00 m 175.75 kg/m 175.75 kg/m 246.06 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 680.00 kg/m 80.00 kg/m 950.00 kg/m 110.00 kg/m

2-3

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 3.72 m2 4.25 m 1.00 m 185.08 kg/m 185.08 kg/m 259.11 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 690.00 kg/m 80.00 kg/m 960.00 kg/m 110.00 kg/m

3-4

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

ωD ωL ωDu ωLu

Page 25: To trabajo 22

AZOTEA 3-4Tabiqueria Equivalente 1350 kg/m3 0.80 m 1.97 m2 2.25 m 1.00 m 185.03 kg/m 185.03 kg/m 259.04 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 690.00 kg/m 80.00 kg/m 960.00 kg/m 110.00 kg/m

4-5

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 3.33 m2 3.80 m 1.00 m 184.86 kg/m 184.86 kg/m 258.81 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 680.00 kg/m 80.00 kg/m 960.00 kg/m 110.00 kg/m

5-6

Peso Losa Aligerada 300 kg/m2 0.80 m 240.00 kg/m 240.00 kg/m 336.00 kg/mPiso 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/mTabiqueria Equivalente 1350 kg/m3 0.80 m 2.60 m2 3.00 m 1.00 m 186.92 kg/m 186.92 kg/m 261.69 kg/mPeso Propio 2400 kg/m3 0.25 m 0.30 m 180.00 kg/m 180.00 kg/m 252.00 kg/mS/C 100 kg/m2 0.80 m 80.00 kg/m 80.00 kg/m 112.00 kg/m

TOTAL 690.00 kg/m 80.00 kg/m 960.00 kg/m 110.00 kg/m

Page 26: To trabajo 22

METRADO DE VIGA PRINCIPAL TERCER Y CUARTO NIVEL

VIGA DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

1-1

Peso Losa Ali 300 kg/m2 1.28 m 384.00 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/mTabiqueria Eq 1350 kg/m3 1.28 m 10.20 m2 6.10 m 1.80 m 2.45 m 1.00 m 423.86 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m

TOTAL

2-2

Peso Losa Ali 300 kg/m2 3.28 m 984.00 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/mTabiqueria Eq 1350 kg/m3 3.28 m 26.20 m2 10.62 m 4.30 m 2.45 m 1.00 m 768.62 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/mS/C 250 kg/m2 3.28 m 820.00 kg/m

TOTAL

3-3

Peso Losa Ali 300 kg/m2 3.25 m 975.00 kg/mPiso 100 kg/m2 3.25 m 325.00 kg/mTabiqueria Eq 1350 kg/m3 3.25 m 26.00 m2 10.75 m 3.12 m 2.25 m 1.00 m 691.22 kg/m

Peso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m

S/C 250 kg/m2 3.25 m 812.50 kg/mTOTAL

4-4

Peso Losa Ali 300 kg/m2 3.00 m 900.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/mTabiqueria Eq 1350 kg/m3 3.00 m 24.20 m2 8.35 m 3.77 m 2.25 m 1.00 m 566.27 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m

TOTAL

5-5

Peso Losa Ali 300 kg/m2 3.00 m 900.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/mTabiqueria Eq 1350 kg/m3 3.00 m 23.80 m2 1.97 m 2.25 m 113.14 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m

TOTAL

6-6

Peso Losa Ali 300 kg/m2 1.90 m 570.00 kg/mPiso 100 kg/m2 1.90 m 190.00 kg/mTabiqueria Eq 1350 kg/m3 1.90 m 15.20 m2 2.80 m 1.80 m 2.25 m 1.00 m 205.03 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 250 kg/m2 1.90 m 475.00 kg/m

TOTAL

Page 27: To trabajo 22

METRADO DE VIGA PRINCIPAL AZOTEA

VIGA DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

1-1

Peso Losa Ali 300 kg/m2 1.28 m 384.00 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/mTabiqueria Eq 1350 kg/m3 1.28 m 10.20 m2 10.25 m 1.00 m 259.45 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/mS/C 100 kg/m2 1.28 m 128.00 kg/m

TOTAL

2-2

Peso Losa Ali 300 kg/m2 3.28 m 984.00 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/mTabiqueria Eq 1350 kg/m3 3.28 m 26.20 m2 6.35 m 1.00 m 160.98 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/mS/C 100 kg/m2 3.28 m 328.00 kg/m

TOTAL

3-3

Peso Losa Ali 300 kg/m2 3.25 m 975.00 kg/mPiso 100 kg/m2 3.25 m 325.00 kg/mTabiqueria Eq 1350 kg/m3 3.25 m 26.00 m2 5.70 m 2.30 m 1.00 m 2.50 m 289.83 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 100 kg/m2 3.25 m 325.00 kg/m

TOTAL

4-4

Peso Losa Ali 300 kg/m2 3.00 m 900.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/mTabiqueria Eq 1350 kg/m3 3.00 m 24.20 m2 3.80 m 2.30 m 1.00 m 2.50 m 239.74 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 100 kg/m2 3.00 m 300.00 kg/m

TOTAL

5-5

Peso Losa Ali 300 kg/m2 3.00 m 900.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/mTabiqueria Eq 1350 kg/m3 3.00 m 23.80 m2 0.00 m 0.00 m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 100 kg/m2 3.00 m 300.00 kg/m

TOTAL

6-6

Peso Losa Ali 300 kg/m2 1.90 m 570.00 kg/m

Piso 100 kg/m2 1.90 m 190.00 kg/mTabiqueria Eq 1350 kg/m3 1.90 m 15.20 m2 0.00 m 0.00 m 0.00 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 100 kg/m2 1.90 m 190.00 kg/m

TOTAL

Page 28: To trabajo 22

METRADO DE VIGA SECUNDARIA SEGUNDO NIVEL

VIGA DESCRIPCION DENSIDAD LONG. ANCHO ALTURA AREA TRIB. LONG DE TABQUERIAS ALTURA DE TABQUERIAS PARCIAL

Tributario L1 L2 L3 h1 h2 h3

1-1

Peso Losa Ali 300 kg/m2 1.28 m 384.00 kg/mPiso 100 kg/m2 1.28 m 128.00 kg/mTabiqueria Eq 1350 kg/m3 1.28 m 10.20 m2 6.10 m 1.80 m 2.45 m 1.00 m 423.86 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/mS/C 250 kg/m2 1.28 m 320.00 kg/m

TOTAL

2-2

Peso Losa Ali 300 kg/m2 3.28 m 984.00 kg/mPiso 100 kg/m2 3.28 m 328.00 kg/mTabiqueria Eq 1350 kg/m3 3.28 m 26.20 m2 10.17 m 4.30 m 2.45 m 1.00 m 740.67 kg/mPeso Propio 2400 kg/m3 0.25 m 0.25 m 150.00 kg/mS/C 250 kg/m2 3.28 m 820.00 kg/m

TOTAL

3-3

Peso Losa Ali 300 kg/m2 3.25 m 975.00 kg/mPiso 100 kg/m2 3.25 m 325.00 kg/mTabiqueria Eq 1350 kg/m3 3.25 m 26.00 m2 10.30 m 3.12 m 2.25 m 1.00 m 665.59 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 250 kg/m2 3.25 m 812.50 kg/m

TOTAL

4-4

Peso Losa Ali 300 kg/m2 3.00 m 900.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/mTabiqueria Eq 1350 kg/m3 3.00 m 24.20 m2 8.20 m 3.77 m 2.25 m 1.00 m 557.80 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 250 kg/m2 3.00 m 750.00 kg/m

TOTAL

5-5

Peso Losa Ali 300 kg/m2 3.00 m 900.00 kg/mPiso 100 kg/m2 3.00 m 300.00 kg/mTabiqueria Eq 1350 kg/m3 3.00 m 23.80 m2 5.24 m 2.25 m 300.94 kg/m

Peso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/m

S/C 250 kg/m2 3.00 m 750.00 kg/mTOTAL

6-6

Peso Losa Ali 300 kg/m2 1.90 m 570.00 kg/mPiso 100 kg/m2 1.90 m 190.00 kg/mTabiqueria Eq 1350 kg/m3 1.90 m 15.20 m2 2.80 m 1.80 m 2.25 m 1.00 m 205.03 kg/mPeso Propio 2400 kg/m3 0.25 m 0.45 m 270.00 kg/mS/C 250 kg/m2 1.90 m 475.00 kg/m

TOTAL

Page 29: To trabajo 22

METRADO DE VIGA PRINCIPAL TERCER Y CUARTO NIVEL

384.00 kg/m 537.60 kg/m128.00 kg/m 179.20 kg/m423.86 kg/m 593.40 kg/m150.00 kg/m 210.00 kg/m

320.00 kg/m 448.00 kg/m### ### ### ###

984.00 kg/m ###328.00 kg/m 459.20 kg/m768.62 kg/m ###150.00 kg/m 210.00 kg/m

820.00 kg/m ###### ### ### ###

975.00 kg/m ###325.00 kg/m 455.00 kg/m691.22 kg/m 967.71 kg/m

270.00 kg/m 378.00 kg/m

812.50 kg/m ###### ### ### ###

900.00 kg/m ###300.00 kg/m 420.00 kg/m566.27 kg/m 792.77 kg/m270.00 kg/m 378.00 kg/m

750.00 kg/m ###### ### ### ###

900.00 kg/m ###300.00 kg/m 420.00 kg/m113.14 kg/m 158.40 kg/m270.00 kg/m 378.00 kg/m

750.00 kg/m ###### ### ### ###

570.00 kg/m 798.00 kg/m190.00 kg/m 266.00 kg/m205.03 kg/m 287.04 kg/m270.00 kg/m 378.00 kg/m

475.00 kg/m 665.00 kg/m### ### ### ###

ωD ωL ωDu ωLu

Page 30: To trabajo 22

METRADO DE VIGA PRINCIPAL AZOTEA

384.00 kg/m 537.60 kg/m128.00 kg/m 179.20 kg/m259.45 kg/m 363.23 kg/m150.00 kg/m 210.00 kg/m

128.00 kg/m 179.20 kg/m### ### ### ###

984.00 kg/m ###328.00 kg/m 459.20 kg/m160.98 kg/m 225.37 kg/m150.00 kg/m 210.00 kg/m

328.00 kg/m 459.20 kg/m### ### ### ###

975.00 kg/m ###325.00 kg/m 455.00 kg/m289.83 kg/m 405.76 kg/m270.00 kg/m 378.00 kg/m

325.00 kg/m 455.00 kg/m### ### ### ###

900.00 kg/m ###300.00 kg/m 420.00 kg/m239.74 kg/m 335.63 kg/m270.00 kg/m 378.00 kg/m

300.00 kg/m 420.00 kg/m### ### ### ###

900.00 kg/m ###300.00 kg/m 420.00 kg/m

0.00 kg/m 0.00 kg/m270.00 kg/m 378.00 kg/m

300.00 kg/m 420.00 kg/m### ### ### ###

570.00 kg/m 798.00 kg/m

190.00 kg/m 266.00 kg/m0.00 kg/m 0.00 kg/m

270.00 kg/m 378.00 kg/m190.00 kg/m 266.00 kg/m

### ### ### ###

ωD ωL ωDu ωLu

Page 31: To trabajo 22

METRADO DE VIGA SECUNDARIA SEGUNDO NIVEL

384.00 kg/m 537.60 kg/m128.00 kg/m 179.20 kg/m423.86 kg/m 593.40 kg/m150.00 kg/m 210.00 kg/m

320.00 kg/m 448.00 kg/m### ### ### ###

984.00 kg/m ###328.00 kg/m 459.20 kg/m740.67 kg/m ###150.00 kg/m 210.00 kg/m

820.00 kg/m ###### ### ### ###

975.00 kg/m ###325.00 kg/m 455.00 kg/m665.59 kg/m 931.83 kg/m270.00 kg/m 378.00 kg/m

812.50 kg/m ###### ### ### ###

900.00 kg/m ###300.00 kg/m 420.00 kg/m557.80 kg/m 780.91 kg/m270.00 kg/m 378.00 kg/m

750.00 kg/m ###### ### ### ###

900.00 kg/m ###300.00 kg/m 420.00 kg/m300.94 kg/m 421.32 kg/m

270.00 kg/m 378.00 kg/m

750.00 kg/m ###### ### ### ###

570.00 kg/m 798.00 kg/m190.00 kg/m 266.00 kg/m205.03 kg/m 287.04 kg/m270.00 kg/m 378.00 kg/m

475.00 kg/m 665.00 kg/m### ### ### ###

ωD ωL ωDu ωLu