metrado de cargas.xlsx
TRANSCRIPT
![Page 1: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/1.jpg)
METRADO DE CARGAS - TABIQUERIA
PROYECTO: “VIVIENDA MULTIFAMILIAR JUNOME”
UBICACIÓN: HUANCAYO-JUNIN
METRADO DE CARGAS DISTRIBUIDAS EN LA LOSA DE LA EDIFICACION
Carga Muerta CM :(Teniendo en cuenta que el peso del aligerado y viga lo calcula el ETABS)P. Tabiquería : 100 1.00 100 kg/m2P. acabados : 100 1.00 100 kg/m2
200 kg/m2
Carga Viva (LIVE) :P. Sobre Carga : 200 1.00 200 kg/m2
200 kg/m2
METRADO DE CARGA PUNTUAL EN LA LOSA DE LA EDIFICACION
Carga Muerta CM :(Tanque elevado)
Considerando un tanque de agua de : 1100.00 lts
P. agua : 1100.00 kgP. tanque : 50 kg
1150 kg
METRADO DE CARGAS DISTRIBUIDAS EN LA ESCALERA
Carga Muerta CM :
p (paso) = 0.25 mcp (contrapaso) = 0.175 mt (espesor de garganta) = 0.15 mY (peso específico del concreto) = 2400 kg/m3
Carga muertaPeso propio 649.44 1.00 649.44 kg/m2Piso terminado 100.00 1.00 100.00 kg/m2
749.44 kg/m2
�= /2 √(1+ )^2 )]�[�� +� (��/�
![Page 2: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/2.jpg)
Carga Viva (LIVE) :P. Sobre Carga : 200 1.00 200 kg/m2
200 kg/m2
![Page 3: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/3.jpg)
METRADO DE CARGAS - TABIQUERIA
PROYECTO: “VIVIENDA MULTIFAMILIAR JUNOME”
UBICACIÓN: HUANCAYO-JUNIN
![Page 4: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/4.jpg)
![Page 5: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/5.jpg)
METRADO DE CARGAS - TABIQUERIA
PROYECTO: “VIVIENDA MULTIFAMILIAR JUNOME”
UBICACIÓN: HUANCAYO-JUNIN
Datos:
Peso de concreto : 2400 kg/m3Peso en tabiquería : 1800 kg/m3
1 y 3 PISO
ELEMENTO t l h Peso x yC1 0.35 0.35 2.50 551.25 0.18 0.18C2 0.35 0.35 2.50 551.25 0.18 4.18C3 0.35 0.35 2.50 551.25 0.18 8.33C4 0.35 0.35 2.50 551.25 2.33 0.18C5 0.35 0.35 2.50 551.25 2.33 4.18C6 0.35 0.35 2.50 551.25 3.88 8.33C7 0.35 0.35 2.50 551.25 7.83 0.18C8 0.35 0.35 2.50 551.25 7.83 4.18C9 0.35 0.35 2.50 551.25 7.83 8.33
VP1 0.25 0.35 3.35 527.63 2.03 8.38VP2 0.25 0.35 3.60 567.00 5.85 8.38VP3 0.25 0.25 1.80 202.50 1.25 4.18VP4 0.25 0.50 5.15 1158.75 5.08 4.18VP5 0.25 0.25 1.80 202.50 0.25 0.13VP6 0.25 0.50 5.15 1158.75 0.50 0.13VS1 0.25 0.35 3.65 574.88 0.13 2.18VS2 0.25 0.35 3.80 598.50 0.13 6.25VS3 0.25 0.35 3.65 574.88 2.33 2.18VS4 0.25 0.35 3.80 598.50 3.88 6.23VS5 0.25 0.35 3.65 574.88 7.88 2.18VS6 0.25 0.35 3.80 598.50 7.88 6.251x 0.15 3.35 2.50 2261.25 2.03 8.432x 0.15 3.60 2.50 2430.00 5.85 8.433x 0.15 3.85 2.50 2598.75 2.08 6.134x 0.15 3.85 2.50 2598.75 5.93 4.785x 0.15 1.80 2.50 1215.00 1.25 4.086x 0.15 0.30 2.50 202.50 0.50 0.087x 0.15 2.15 2.50 1451.25 3.58 0.088x 0.15 1.00 2.50 675.00 7.15 0.081y 0.15 3.65 2.50 2463.75 0.08 2.182y 0.15 3.80 2.50 2565.00 0.08 6.253y 0.15 2.55 2.50 1721.25 2.43 2.734y 0.15 0.80 2.50 540.00 2.43 4.755y 0.15 1.25 2.50 843.75 2.43 7.736y 0.15 3.50 2.50 2362.50 4.13 1.907y 0.15 0.30 2.50 202.50 4.08 6.058y 0.15 3.65 2.50 2463.75 7.93 2.189y 0.15 3.80 2.50 2565.00 7.93 6.25
Alfeizer 1 0.15 1.50 1.00 405.00 1.40 0.08Alfeizer 2 0.15 2.00 1.00 540.00 5.65 0.08
Losa 8.00 8.50 0.20 24480.00 4.00 4.25
![Page 6: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/6.jpg)
66883.50
CmX 3.79CmY 4.34
2 PISO
ELEMENTO t l h Peso x yC1 0.35 0.35 2.50 551.25 0.18 0.18C2 0.35 0.35 2.50 551.25 0.18 4.18C3 0.35 0.35 2.50 551.25 0.18 8.33C4 0.35 0.35 2.50 551.25 2.33 0.18C5 0.35 0.35 2.50 551.25 2.33 4.18C6 0.35 0.35 2.50 551.25 3.88 8.33C7 0.35 0.35 2.50 551.25 7.83 0.18C8 0.35 0.35 2.50 551.25 7.83 4.18C9 0.35 0.35 2.50 551.25 7.83 8.33
VP1 0.25 0.35 3.35 527.63 2.03 8.38VP2 0.25 0.35 3.60 567.00 5.85 8.38VP3 0.25 0.25 1.80 202.50 1.25 4.18VP4 0.25 0.50 5.15 1158.75 5.08 4.18VP5 0.25 0.25 1.80 202.50 0.25 0.13VP6 0.25 0.50 5.15 1158.75 0.50 0.13VS1 0.25 0.35 3.65 574.88 0.13 2.18VS2 0.25 0.35 3.80 598.50 0.13 6.25VS3 0.25 0.35 3.65 574.88 2.33 2.18VS4 0.25 0.35 3.80 598.50 3.88 6.23VS5 0.25 0.35 3.65 574.88 7.88 2.18VS6 0.25 0.35 3.80 598.50 7.88 6.251x 0.15 3.35 2.50 2261.25 2.03 8.432x 0.15 3.60 2.50 2430.00 5.85 8.433x 0.15 2.25 2.50 1518.75 1.28 5.434x 0.15 1.80 2.50 1215.00 1.25 4.085x 0.15 1.00 2.50 675.00 4.20 0.086x 0.15 0.95 2.50 641.25 7.18 0.081y 0.15 3.65 2.50 2463.75 0.08 2.182y 0.15 3.80 2.50 2565.00 0.08 6.253y 0.15 3.65 2.50 2463.75 2.43 2.084y 0.15 0.50 2.50 337.50 2.48 5.755y 0.15 2.30 2.50 1552.50 2.78 7.008y 0.15 3.65 2.50 2463.75 7.93 2.189y 0.15 3.80 2.50 2565.00 7.93 6.25
Alfeizer 1 0.15 2.00 1.00 540.00 5.70 0.08Losa 8.00 8.50 0.20 24480.00 4.00 4.25
60471.00
CmX 3.71CmY 4.44
4 PISOELEMENTO t l h Peso x y
C1 0.35 0.35 2.30 507.15 0.18 0.18C2 0.35 0.35 2.30 507.15 0.18 4.18C3 0.35 0.35 2.30 507.15 0.18 8.33
![Page 7: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/7.jpg)
C4 0.35 0.35 2.30 507.15 2.33 0.18C5 0.35 0.35 2.30 507.15 2.33 4.18C6 0.35 0.35 2.30 507.15 3.88 8.33C7 0.35 0.35 2.30 507.15 7.83 0.18C8 0.35 0.35 2.30 507.15 7.83 4.18C9 0.35 0.35 2.30 507.15 7.83 8.33
VP1 0.25 0.35 3.35 527.63 2.03 8.38VP2 0.25 0.35 3.60 567.00 5.85 8.38VP3 0.25 0.25 1.80 202.50 1.25 4.18VP4 0.25 0.50 5.15 1158.75 5.08 4.18VP5 0.25 0.25 1.80 202.50 0.25 0.13VP6 0.25 0.50 5.15 1158.75 0.50 0.13VS1 0.25 0.35 3.65 574.88 0.13 2.18VS2 0.25 0.35 3.80 598.50 0.13 6.25VS3 0.25 0.35 3.65 574.88 2.33 2.18VS4 0.25 0.35 3.80 598.50 3.88 6.23VS5 0.25 0.35 3.65 574.88 7.88 2.18VS6 0.25 0.35 3.80 598.50 7.88 6.251x 0.15 8.00 1.00 2160.00 4.00 8.432x 0.15 2.20 2.30 1366.20 1.25 6.433x 0.15 2.15 2.30 1335.15 6.78 4.434x 0.15 1.90 2.30 1179.90 1.25 4.085x 0.15 0.30 2.30 186.30 0.50 0.086x 0.15 5.15 1.00 1390.50 5.08 0.081y 0.15 3.65 2.30 2266.65 0.08 2.182y 0.15 2.15 2.30 1335.15 0.08 5.433y 0.15 1.85 1.00 499.50 0.08 7.434y 0.15 2.55 2.30 1583.55 2.43 2.735y 0.15 1.15 2.30 714.15 2.43 5.938y 0.15 2.95 2.30 1831.95 5.78 6.889y 0.15 3.65 2.30 2266.65 7.93 2.18
10y 0.15 3.80 2.30 2359.80 6.43 6.33Alfeizer 1 0.15 1.50 1.00 405.00 1.40 0.08
Losa 8.00 8.50 0.20 24480.00 4.00 4.2545360.45
CmX 3.88CmY 4.38
![Page 8: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/8.jpg)
METRADO DE CARGAS - TABIQUERIA
PROYECTO: “VIVIENDA MULTIFAMILIAR JUNOME”
UBICACIÓN: HUANCAYO-JUNIN
Px Py96.47 96.4796.47 2301.4796.47 4589.16
1281.66 96.471281.66 2301.472136.09 4589.164313.53 96.474313.53 2301.474313.53 4589.161068.44 4418.863316.95 4748.63253.13 845.44
5880.66 4837.7850.63 25.31
579.38 144.8471.86 1250.3574.81 3740.63
1336.58 1250.352319.19 3725.664527.14 1250.354713.19 3740.634579.03 19051.03
14215.50 20472.755392.41 15917.34
15397.59 12409.031518.75 4951.13101.25 15.19
5188.22 108.844826.25 50.63184.78 5358.66192.38 16031.25
4174.03 4690.411309.50 2565.002046.09 6517.979745.31 4488.75825.19 1225.13
19525.22 5358.6620327.63 16031.25
567.00 30.383051.00 40.50
97920.00 104040.00
![Page 9: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/9.jpg)
253208.48 290293.99
Px Py96.47 96.4796.47 2301.4796.47 4589.16
1281.66 96.471281.66 2301.472136.09 4589.164313.53 96.474313.53 2301.474313.53 4589.161068.44 4418.863316.95 4748.63253.13 845.44
5880.66 4837.7850.63 25.31
579.38 144.8471.86 1250.3574.81 3740.63
1336.58 1250.352319.19 3725.664527.14 1250.354713.19 3740.634579.03 19051.03
14215.50 20472.751936.41 8239.221518.75 4951.132835.00 50.634600.97 48.09184.78 5358.66192.38 16031.25
5974.59 5112.28835.31 1940.63
4308.19 10867.5019525.22 5358.6620327.63 16031.25
3078.00 40.5097920.00 104040.00
224153.10 268533.68
Px Py88.75 88.7588.75 2117.3588.75 4222.02
![Page 10: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/10.jpg)
1179.12 88.751179.12 2117.351965.21 4222.023968.45 88.753968.45 2117.353968.45 4222.021068.44 4418.863316.95 4748.63253.13 845.44
5880.66 4837.7850.63 25.31
579.38 144.8471.86 1250.3574.81 3740.63
1336.58 1250.352319.19 3725.664527.14 1250.354713.19 3740.638640.00 18198.001707.75 8777.849045.64 5908.041474.88 4808.09
93.15 13.977056.79 104.29170.00 4929.96100.14 7243.19
37.46 3708.793840.11 4315.171735.38 4231.34
10579.51 12594.6617963.20 4929.9615161.72 14925.74
567.00 30.3897920.00 104040.00
176092.72 198759.41
![Page 11: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/11.jpg)
METRADO DE CARGAS - TABIQUERIA
PROYECTO: “VIVIENDA MULTIFAMILIAR JUNOME”
UBICACIÓN: HUANCAYO-JUNIN
PARAMETROS SÍSMICOS
C Factor de amplificación sísmica
Z Factor de zona (Tabla N° 1) Zona 3
S Parámetro de suelo (Tabla N° 3) Perfíl Tipo S3
U Factor de categoría de edificación (Tabla N° 5) Edificaciones comunes "C"
Tp Periodo límite de la plataforma del espectro, en segundos 1.00
1.60
Uso Vivienda, S/C = 200 kg/m2 Sobrecarga
R Coeficiente de reducción (Tabla N° 7) Concreto armado - Pórtico
Edificios de pórticos sin muros de corte
PESO (P)
Área Volúmen Material Peso
Losa aligerada
1er PISO 56.09 300.00 16825.50
2do PISO 56.09 300.00 16825.50
3er PISO 56.09 300.00 16825.50
4to PISO 56.09 300.00 16825.50
Acabados
1er PISO 59.89 100.00 5989.25
2do PISO 61.43 100.00 6143.00
3er PISO 59.89 100.00 5989.25
4to PISO 60.64 100.00 6064.25
Vigas
1er PISO 4.08 2400.00 9783.00
2do PISO 4.08 2400.00 9783.00
3er PISO 4.08 2400.00 9783.00
4to PISO 4.08 2400.00 9783.00
T <Tp C= 2.5; Tp < T < TL C=2.5x(Tp/T); T > TL C=2.5x((TpxTL)/TxT))
TL
CT (Pág. 11)
![Page 12: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/12.jpg)
Columnas
1er PISO 2.95 2400.00 7080.00
2do PISO 2.76 2400.00 6624.00
3er PISO 2.76 2400.00 6624.00
4to PISO 2.65 2400.00 6350.40
Tabiquería
1er PISO 16.00 1800.00 28800.00
2do PISO 15.16 1800.00 27288.00
3er PISO 15.39 1800.00 27693.00
4to PISO 13.16 1800.00 23688.45
Sobrecarga
1er PISO 200.00 0.25 50.00
2do PISO 200.00 0.25 50.00
3er PISO 200.00 0.25 50.00
4to PISO 200.00 0.25 50.00
264767.60
264.7676
Peso 1er PISO = 68.53 Ton
Peso 2do PISO = 66.71 Ton
Peso 3er PISO = 66.96 Ton
Peso 4to PISO = 62.76 Ton
Peso Total = 264.77 Ton
PERÍODO (T)
8.25 m
35
T = 0.24 s
FACTOR DE AMPLIFICACIÓN SÍSMICA ( C )
Si: T <Tp C= 2.5
T = 0.24
1.00
1.60
C = 2.50
CORTANTE EN LA BASE
hn =
CT =
TP =
TL =
�= ℎ _�/�_�
![Page 13: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/13.jpg)
El valor de C/R no deberá considerarse menor que:
C/R = 0.3125
Z = 0.35
U = 1.00
C = 2.50
S = 1.20
R = 8.00
P = 264.77
V = 34.75
DISTRIBUCIÓN DE LAS FUERZAS EN LA ALTURA
Donde:
T < 0.5 entonces k = 1.00
T > 0.5 entonces k =
V = 34.75
Nivel Altura entrepiso Altura total hi Pi Pixhi Fi
4 2.70 11.15 62.76 699.79 13.09
3 2.70 8.45 66.96 565.85 10.58
2 2.70 5.75 66.71 383.60 7.17
1 3.05 3.05 68.53 209.01 3.91
1858.26 34.75
C/R ≥ 0.125
(0.75+0.5xT) ≤ 2
V= )(�.�.�.� /� *P
� =_� ∝_� ��
![Page 14: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/14.jpg)
![Page 15: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/15.jpg)
![Page 16: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/16.jpg)
METRADO DE CARGAS - TABIQUERIA
PROYECTO: “VIVIENDA MULTIFAMILIAR JUNOME”
UBICACIÓN: HUANCAYO-JUNIN
PARAMETROS SÍSMICOS
Zona 3 Z = 0.35
Perfíl Tipo S3 S = 1.20
Edificaciones comunes "C" U = 1.00
1.00
1.60
Sobrecarga %S/C = 0.25
Concreto armado - Pórtico Rx = 8.00 Ry = 8.00
Edificios de pórticos sin muros de corte 35
Peso
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
T <Tp C= 2.5; Tp < T < TL C=2.5x(Tp/T); T > TL C=2.5x((TpxTL)/TxT))
CT =
![Page 17: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/17.jpg)
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
Ton
![Page 18: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/18.jpg)
Vi
13.09
23.67
30.84
34.75
![Page 19: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/19.jpg)
![Page 20: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/20.jpg)
![Page 21: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/21.jpg)
CENTRO DE GRAVEDAD
PROYECTO: “VIVIENDA MULTIFAMILIAR JUNOME”
UBICACIÓN: HUANCAYO-JUNIN
Datos:
Peso de concreto : 2400 kg/m3Peso en tabiquería : 1800 kg/m3
ELEMENTO t l h Peso x yC1 0.25 0.50 2.50 750.00 0.13 0.25C2 0.25 0.25 2.50 281.25 0.38 0.13
1031.25
CmX 0.19CmY 0.22
ELEMENTO t l h Peso x yC1 0.25 0.80 2.80 1344.00 0.00 0.00C2 0.30 0.25 2.80 378.00 0.00 -0.25
1722.00
CmX 0.00CmY -0.05
![Page 22: METRADO DE CARGAS.xlsx](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c80941a28abe054a948bd/html5/thumbnails/22.jpg)
CENTRO DE GRAVEDAD
PROYECTO: “VIVIENDA MULTIFAMILIAR JUNOME”
UBICACIÓN: HUANCAYO-JUNIN
Px Py93.75 187.50
105.47 35.16199.22 222.66
Px Py0.00 0.000.00 -94.500.00 -94.50