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![Page 1: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/1.jpg)
ING. ANTISISMICA
CARGAS UNITARIAS
SISTEMA: PORTICOS DE
NUMERO DE PISOS DEL EDIFICIO
MATERIALES:
fyEsf'cEPeso Espec. Conc.Peso Espec. Tab.Peso Espec. Alb.
LOSA MACIZA:
Luz mayor :predimensionado hvalor asumido h PesoACABADOS
PesoSOBRECARGA
ViviendaAzotea
cargas por tabiqueria repartida
SEGUNDO PISO
espesor del tabiquearea equivalentepeso
area techada
peso tab.equivalente
0.150 m131.762 m227670.020 kg17 8.670 m2154.867 kg/m2
3ERO, 4TO, 5TO Y 6TO PISO
espesor del tabiquearea equivalentepeso
area de losa
peso tab.equivalente
0.150 m159.218 m2
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33435.780 kg175.010 m2191.051 kg/m2
RESUMEN
carga muerta
Peso de losa maciza = 360peso de tabiqueria = 154peso de tabiqueria = 191Peso de acabados = 100carga viva
sobrecarga vivienda = 200sobrecarga azotea = 100
para 1 y 2 pisopara 3,4,5,6 pisos
espesor del muro perimetral e = 0.250 maltura del muro perimetral h = 2.500 m
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL - UNPRG
PREDIMENSIONAMIENTO Y METRADO DE CARGAS
PREDIMENSIONAMIENTO
PREDIMENSIONAMIENTO DE LOSA MACIZA
Luz mayor : = 6.000 m
predimensionado h = 0.150 m
valor asumido
h = 0.150 m
coeficiente a:
luzh = —
a
40
PREDIMENSIONAMIENTO DE VIGAS
Ln : luz libre
h =-
4
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Wu
carga ultima en kg/cm2
Wu
determinacion de la carga ultima
carga muerta
Peso de losa macizapeso de tabiqueriaPeso de acabados
Wcm
carga viva
sobrecarga viviendaWcv
360.000 kg/m2
191.051 kg/m2
100.000 kg/m2
651.051 kg/m2
200.000 kg/m2
200.000 kg/m2
luz libre en direccion y-y (mayor)
asumiendoancho minimoentonces
Ln =h=h=b=b x h =
5.850 m0.517 m0.500 m0.250 m
0.50 x 0.25 m
![Page 4: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/4.jpg)
0.50
0.25
luz libre en direccion x-x (mayor)
asumiendoancho minimoentonces
Ln =h=h=b=b x h =
5.250 m0.464 m0.500 m0.250 m
0.50 x 0.25 m
0.50
0.25
PREDIMENSIONAMIENTO DE COLUMNAS
Para el predimensionamiento de columnas se utilizara el metodo del areatributaria
d = dimension de la seccion en la direccion delanalisis sismico de la columna.b = la otra dimension de la seccion de la columnaP = Carga total que soporta la columna (ver Tabla 1)n = valor que depende del tipo de columna (ver Tabla 1)f'c=Resistencia del concreto a la compresion.
P
b*d =-—
n * fe
TIPO C1 (para los primeros pisos) Columna interior N < 3 pisos
TIPO C1 (para los 4 ultimos pisos superiores)
Columna interior N > 4 pisos
TIPO C2, C3 Columnas extremas de porticos interiores
TIPO C4 Columna de esquina
TABLA 1
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PG = Peso debido a la carga por gravedadP = Peso debido a la carga de sismo
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
COLUMNA DE ESQUINA (A-1) TIPO C4
piso elemento
losaacabadostabiqueria
6 t muroviga x-x
o viga y-ycolumnasobrecarga
losa5 , acabados4 , tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecargaso
losaacabados
1 tabiqueriamuro
P viga x-xI viga y-yS columnaO sobrecarga
para columnas seesta asumiendoel ancho minimo
acumulado
![Page 6: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/6.jpg)
49115.990 kg6910.970 kg
56026.960 kg
b * d =
P
n * fe
asumiendo un anchoentoncesasumiendob
2 0 00.963 cm2
b
h
h
h
= 0
0.400 m0.500 m0.500 m40 x 0.
50
0.50
0.40
x
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
COLUMNA DE ESQUINA (C-1) TIPO C4
![Page 7: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/7.jpg)
piso elemento
losaacabadostabiqueria
6 T muroviga x-x
O viga y-ycolumnasobrecarga
losa5 , acabados4 , tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecargaso
losaacabados
1 tabiqueriamuro
P viga x-xI viga y-yS columnaO sobrecarga
para columnas seesta asumiendoel ancho minimo
acumulado
37716.488 kg5262.180 kg
42978.668 kg
b * d =
P
n * fe
asumiendo un anchoentoncesasumiendob
![Page 8: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/8.jpg)
1534.952 cm2
b
h
h
h
m
m
=0
0.3000.5120.500 m30 x 0.
50
0.50
0.30
x
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
COLUMNA DE ESQUINA (A-5) TIPO C4
piso elemento
losaacabadostabiqueria
6 T muroviga x-x
O viga y-ycolumnasobrecarga
![Page 9: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/9.jpg)
losa5, acabados4, tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecarga
so
losaacabados
1 tabiqueriamuro
P viga x-xI viga y-yS columnaO sobrecarga
para columnas seesta asumiendoel ancho minimo
acumulado
50053.746 kg8445.910 kg
58499.656 kg
b * d =
P
n * fe
asumiendo un anchoentoncesasumiendo
2089.273 cm2
b
h
h
bxh=
0.400 m
![Page 10: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/10.jpg)
0.522 m0.500 m
0.40 x 0.50
0.50
0.40
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
COLUMNA DE ESQUINA (C-5) TIPO C4
piso elemento
losaacabadostabiqueria
6 T muroviga x-x
O viga y-ycolumnasobrecarga
losa5 , acabados4 , tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecargaso
losaacabados
1 tabiqueriamuro
P viga x-xI viga y-y
S O columna sobrecarga
![Page 11: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/11.jpg)
b * d =
P
n * fe
asumiendo un anchoentoncesasumiendob
1942.771 cm2
b
h
h
h
=0
0.400 m0.486 m0.500 m40 x 0.
50
0.50
0.40
x
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
COLUMNA INTERIOR (B-4) TIPO C1
elemento
losaacabadostabiqueria
6 T muro
![Page 12: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/12.jpg)
6 Tviga x-x
O viga y-ycolumnasobrecarga
losa5, acabados4, tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecarga
so
losaacabados
1 tabiqueriamuro
P viga x-xS viga y-y
I O columna sobrecarga
b * d =
P
n * fe
asumiendo un anchoentoncesasumiendo
2417.668 cm2
b
h
h
b x h =
0.400 m0.604 m0.600 m
0.40 x 0.60
0.60
![Page 13: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/13.jpg)
0.40
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
COLUMNA INTERIOR (B-3) TIPO C1
piso elemento
losaacabados
A tabiqueriaZ muroO viga x-xT viga y-yE columnaA sobrecarga
losa5 , acabados4 , tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecargaso
losaacabados
1 tabiqueriamuro
P viga x-xI viga y-yS columnaO sobrecarga
b * d =
P
n * fe
asumiendo un anchoentonces
![Page 14: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/14.jpg)
asumiendo
22 54.233 cm2
b
h
h
b x h =
0.400 m0.564 m0.600 m
0.40 x 0.60
0.60
0.40
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
COLUMNA LATERAL (A-3) TIPO C2 Y C3
piso elemento
losaacabados
A tabiqueriaZ muroO viga x-xT viga y-yE columnaA sobrecarga
losa5, acabados4, tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecargas
![Page 15: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/15.jpg)
olosaacabados
1 tabiqueriamuro
P viga x-xI viga y-yS columnaO sobrecarga
b * d =
P
n * fe
asumiendo un anchoentoncesasumiendo
2493.427 cm2
b
h
h
b x h =
0.400 m0.623 m0.600 m
0.40 x 0.60
0.60
0.40
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
![Page 16: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/16.jpg)
COLUMNA LATERAL (A-4) TIPO C2 Y C3
piso elemento
losaacabados
A tabiqueriaZ muroO viga x-xT viga y-yE columnaA sobrecarga
losa5, acabados4, tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecargaso
losaacabados
1 tabiqueriamuro
P viga x-xI viga y-yS columnaO sobrecarga
b * d =
P
n * fe
asumiendo un anchoentoncesasumiendo
2526.375 cm2
b
h
h
bxh=
![Page 17: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/17.jpg)
0.400 m
0.632 m0.600 m
0.40 x 0.60
0.60
0.40
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
COLUMNA LATERAL (C-4) TIPO C2 Y C3
piso elemento
losaacabados
A tabiqueriaZ muroO viga x-xT viga y-yE columnaA sobrecarga
losa5, acabados4, tabiqueria3 , muro2 , viga x-x
viga y-yp columnai sobrecargaso
losaacabados
1 tabiqueriamuro
P viga x-xI viga y-yS columnaO sobrecarga
![Page 18: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/18.jpg)
b * d =
P
n * fe
asumiendo un anchoentoncesasumiendob
2 0 66.059 cm2
b
h
h
h
=0
0.400 m0.517 m0.600 m40 x 0.
60
0.60
0.40
x
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
RESUMEN
COLUMNAS
COLUM. DIMENSIONES
![Page 19: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/19.jpg)
A-1 bh
C 1 I—1 bh
LO 1 A b hC 5 b
hA-2,C-2 b
hCO - C ro - A b
hA i C i b
hLO - CQ 1 - CQ b
hB-2,3,4 b
h
VIGAS
TIPO DIMENSIONES
V-101 b hV-102 b h
ESQUEMA
h
b
©
©
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
METRADO DE CARGAS
CARGAS UNITARIAS
![Page 20: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/20.jpg)
LOSA MACIZA h0.150 m
VIGA V-101 y V-102 h0.500 m
VIGA V-103 h0.000 m
COLUMNA C1 h0.500 m
COLUMNA C2 h0.600 m
MURO H=2.5 m h2.500 m
MURO H=1.2 m h1.200 m
MURO H=0.90m h0.900 m
MURO H=0.60m h0.600 m
para 1 y 2 pisopara 3,4,5 y 6 piso
ACABADOS 0.100 Tn/m2
SOBRECARGA VIVIENDA 0.200 Tn/m2
SOBRECARGA AZOTEA 0.100 Tn/m2
TABIQUERIA 0.155 Tn/m2TABIQUERIA 0.191 Tn/m2
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
PESO POR PISO
METRADO DE CARGAS
LOSA MACIZA NIVEL'vD 5 4 3 2
1ro
VIGA V-101 y V-102 NIVEL6to
5 4 3 2 1
NIVEL
![Page 21: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/21.jpg)
TOTAL
221.250 Tn
COLUMNA C1 peso
6to 0.480 Tn/mENTREP.5,4,3,2 0.480 Tn/mENTREP.1 0.480 Tn/mCOLUMNA C2 peso
6to 0.576 Tn/mENTREP.5,4,3,2 0.576 Tn/mENTREP.1 0.576 Tn/mCOLUMNA C3 peso
TOTAL
133.747 Tn
ACABADOS NIVEL6 5 4 3 2
1ero
TABIQUERIA NIVEL5 4 3 2
1ero
MURO 2.5 m peso
1 y 2 0.875 Tn/mENTREP 6,5,4,3 0.875 Tn/mMURO 1.2 m peso
1 y 2 0.42 0 Tn/mENTREP 6,5,4,3 0.420 Tn/mMURO 0.6 m peso
1 y 2 0.210 Tn/mENTREP 6,5,4,3 0.210 Tn/m
SOBRECARGA
NIVEL AREA6to 175.010 m
5 4 3 2 175.010 m1ro 178.670 m
CARGA TOTAL
1350.507 Tn
JUAN MANUEL CHERO DAMIAN
![Page 22: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/22.jpg)
INGENIERIA CIVIL-UNPRG
PREDIMENSIONAMIENTO
Y
METRADO DE CARGAS
RESUMEN DEL METRADO DE CARGAS
PISO
ELEMENTO UNIDAD
LOSA MACIZA TnVIGAS TnCOLUMNAS TnACABADOS Tn
TABIQUERIA TnMUROS TnS/C TnPESO TnAREA m2
PESO TOTAL (Tn)
PESO/m2 Tn/m2MASA Tn*s2/m
PISO
ELEMENTO UNIDAD
VIGAS COLUMNAS MUROS Tn/m2Tn/m2Tn/m2
JUAN MANUEL CHERO DAMIAN
INGENIERIA CIVIL-UNPRG
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CONCRETO ARMADO
N = 6
= 4200.000 kg/cm2= 2100000 .0 00 kg/cm2= 210.000 kg/cm2= 217370. 651 kg/cm2= 2400.000 kg/m3= 14.000 kg/(m2xcm)= 14.000 kg/(m2xcm)
= 6.000 m= 0.150 m= 0.150 m 360.000 kg/m2
= 100.000 kg/m2
= 200.000 kg/m2= 100.000 kg/m2
![Page 24: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/24.jpg)
000 kg/m2867 kg/m2051 kg/m2000 2 m g/ k
000 kg/m2000 kg/m2
![Page 25: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/25.jpg)
Para el predimensionamiento de columnas se utilizara el metodo del area
P = 1.1 * PG n = 0.3
P = 1.1 * PG n = 0.25
P = 1.25 * PG n = 0.25
P = 1.5 * PG n = 0.2
![Page 26: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/26.jpg)
carga unitaria A o L tributaria peso parcial
360.000 kg/m2 5.083 m2 1829.100.000 kg/m2 6.283 m2 62 8191.051 kg/m2 0.000 m2 0.875.000 kg/m 0.000 m 0.300.000 kg/m 2.930 m 879.300.000 kg/m 2.150 m 645150.000 kg/m 2.500 m 375
100.000 kg/m2 6.283 m2 62 8PD 4356.PL 62 8
360.000 kg/m2 5.083 m2 1829.100.000 kg/m2 6.283 m2 62 8191.051 kg/m2 5.083 m2 971875.000 kg/m 3.908 m 3419300.000 kg/m 2.930 m 879300.000 kg/m 2.150 m 645150.000 kg/m 2.500 m 375
200.000 kg/m2 6.283 m2 1256.PD 34989.PL 5026
360.000 kg/m2 5.083 m2 1829.100.000 kg/m2 6.283 m2 62 8154.867 kg/m2 5.083 m2 787875.000 kg/m 5.080 m 4445300.000 kg/m 2.930 m 879.300.000 kg/m 2.150 m 645150.000 kg/m 3.700 m 555
200.000 kg/m2 6.283 m2 1256.PD 9769PL 1256.
TOTAL
![Page 27: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/27.jpg)
carga unitaria A o L tributaria peso parcial
360.000 kg/m2 3.7 53 m2 1350100.000 kg/m2 4.784 m2 478191.051 kg/m2 0.000 m2 0.875.000 kg/m 0.000 m 0.300.000 kg/m 2.230 m 669300.000 kg/m 2.150 m 645150.000 kg/m 2.500 m 375
100.000 kg/m2 4.784 m2 478PD 3518PL 478
360.000 kg/m2 3.7 53 m2 1350100.000 kg/m2 4.784 m2 478191.051 kg/m2 3.753 m2 716.875.000 kg/m 2.788 m 2439300.000 kg/m 2.230 m 669300.000 kg/m 2.150 m 645150.000 kg/m 2.500 m 375
200.000 kg/m2 4.7 84 m2 956.PD 26698PL 3827
360.000 kg/m2 3.753 m2 1350100.000 kg/m2 4.784 m2 478154.867 kg/m2 3.753 m2 581.875.000 kg/m 3.680 m 3220300.000 kg/m 2.230 m 669300.000 kg/m 2.150 m 645150.000 kg/m 3.700 m 555
200.000 kg/m2 4.7 84 m2 956.PD 7499PL 956.
TOTAL
![Page 28: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/28.jpg)
carga unitaria A o L tributaria peso parcial
360.000 kg/m2 6.353 m2 2287100.000 kg/m2 7.678 m2 767191.051 kg/m2 0.000 m2 0.875.000 kg/m 0.000 m 0.300.000 kg/m 2.950 m 885300.000 kg/m 2.230 m 669150.000 kg/m 2.500 m 375
100.000 kg/m2 7.678 m2 767PD 4983PL 767
![Page 29: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/29.jpg)
360.000 kg/m2 6.353 m2 2287100.000 kg/m2 7.678 m2 767191.051 kg/m2 6.353 m2 1213875.000 kg/m 3.230 m 2826300.000 kg/m 2.950 m 885300.000 kg/m 2.230 m 669150.000 kg/m 2.500 m 375
200.000 kg/m2 7.678 m2 1535PD 36095PL 6142
360.000 kg/m2 6.353 m2 2287100.000 kg/m2 7.678 m2 767154.867 kg/m2 6.353 m2 983875.000 kg/m 3.230 m 2826300.000 kg/m 2.950 m 885300.000 kg/m 2.230 m 669150.000 kg/m 3.700 m 555
200.000 kg/m2 7.67 8 m2 1535PD 8974.PL 1535
TOTAL
![Page 30: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/30.jpg)
carga unitaria A o L tributaria peso parcial
360.000 kg/m2 5.678 m2 2044.100.000 kg/m2 6.953 m2 695191.051 kg/m2 5.678 m2 1084875.000 kg/m 0.000 m 0.300.000 kg/m 1.980 m 594300.000 kg/m 3.130 m 939150.000 kg/m 2.500 m 375100.000 kg/m2 6.953 m2 695
PD 5732PL 695
360.000 kg/m2 5.678 m2 2044.100.000 kg/m2 6.953 m2 695191.051 kg/m2 5.678 m2 1084875.000 kg/m 2.830 m 2476.300.000 kg/m 1.980 m 594300.000 kg/m 3.130 m 939150.000 kg/m 2.500 m 375200.000 kg/m2 6.953 m2 1390
PD 32833.PL 5562
360.000 kg/m2 5.678 m2 2044.100.000 kg/m2 6.953 m2 695154.867 kg/m2 5.678 m2 879.875.000 kg/m 2.830 m 2476.300.000 kg/m 1.980 m 594300.000 kg/m 3.130 m 939150.000 kg/m 200.000 kg/m2 3.700 m 6.953 m2 555 1390
PD 8183.PL 1390
TOTAL
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carga unitaria A o L tributaria peso parcial
360.000 kg/m2 17.506 m2 6302100.000 kg/m2 19.239 m2 1923191.051 kg/m2 17.506 m2 3344875.000 kg/m 0.000 m 0.
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300.000 kg/m 4.860 m 1458300.000 kg/m 5.550 m 1665150.000 kg/m 2.500 m 375100.000 kg/m2 19.239 m2 1923
PD 15068PL 1923
360.000 kg/m2 17.506 m2 6302100.000 kg/m2 19.239 m2 1923191.051 kg/m2 17.506 m2 3344875.000 kg/m 6.250 m 5468300.000 kg/m 4.860 m 1458300.000 kg/m 5.550 m 1665150.000 kg/m 2.500 m 375200.000 kg/m2 19.239 m2 3847
PD 82150PL 15391
360.000 kg/m2 17.506 m2 6302100.000 kg/m2 19.239 m2 1923154.867 kg/m2 17.506 m2 2711875.000 kg/m 6.250 m 5468300.000 kg/m 4.860 m 1458300.000 kg/m 5.550 m 1665150.000 kg/m 200.000 kg/m2 3.700 m 19.239 m2 555 3847
PD 20084PL 3847
TOTAL
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carga unitaria A o L tributaria peso parcial
360.000 kg/m2 2 0.621 m2 7423100.000 kg/m2 23.219 m2 2321191.051 kg/m2 0.000 m2 0.875.000 kg/m 0.000 m 0.300.000 kg/m 4.860 m 1458300.000 kg/m 5.500 m 1650150.000 kg/m 2.500 m 375
100.000 kg/m2 23.219 m2 2321PD 13228PL 2321
360.000 kg/m2 2 0.621 m2 7423100.000 kg/m2 23.219 m2 2321191.051 kg/m2 20.621 m2 3939875.000 kg/m 1.157 m 1012300.000 kg/m 4.860 m 1458300.000 kg/m 5.500 m 1650150.000 kg/m 2.500 m 375
200.000 kg/m2 23.219 m2 4643PD 72721PL 18575
360.000 kg/m2 20.621 m2 7423100.000 kg/m2 23.219 m2 2321154.867 kg/m2 20.621 m2 3193875.000 kg/m 1.157 m 1012300.000 kg/m 4.860 m 1458300.000 kg/m 5.500 m 1650150.000 kg/m 3.700 m 555
200.000 kg/m2 23.219 m2 4643PD 17614.PL 4643
TOTAL
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carga unitaria A o L tributaria peso parcial
360.000 kg/m2 12.810 m2 4611100.000 kg/m2 14.848 m2 1484191.051 kg/m2 0.000 m2 0.875.000 kg/m 0.000 m 0.300.000 kg/m 2.680 m 804300.000 kg/m 5.500 m 1650150.000 kg/m 2.500 m 375
100.000 kg/m2 14.848 m2 1484PD 8925PL 1484
360.000 kg/m2 12.810 m2 4611100.000 kg/m2 14.848 m2 1484191.051 kg/m2 12.810 m2 2447875.000 kg/m 5.000 m 4375300.000 kg/m 2.680 m 804300.000 kg/m 5.500 m 1650150.000 kg/m 2.500 m 375
200.000 kg/m2 14.848 m2 2969.PD 62991
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PL 11878360.000 kg/m2 14.050 m2 5058100.000 kg/m2 16.088 m2 1608154.867 kg/m2 14.050 m2 2175.875.000 kg/m 5.000 m 4375300.000 kg/m 2.680 m 804300.000 kg/m 5.500 m 1650150.000 kg/m 3.700 m 555
200.000 kg/m2 16.088 m2 3217PD 16226PL 3217
TOTAL
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carga unitaria A o L tributaria peso parcial
360.000 kg/m2 13.529 m2 4870.548 kg100.000 kg/m2 15.595 m2 1559.510 kg191.051 kg/m2 0.000 m2 0.000 kg875.000 kg/m 0.000 m 0.000 kg300.000 kg/m 2.680 m 804.000 kg300.000 kg/m 5.550 m 1665.000 kg150.000 kg/m 2.500 m 375.000 kg
100.000 kg/m2 15.595 m2 1559.510 kgPD 9274.058 kgPL 1559.510 kg
360.000 kg/m2 13.529 m2 4870.548 kg100.000 kg/m2 15.595 m2 1559.510 kg191.051 kg/m2 13.529 m2 2584.782 kg875.000 kg/m 4.500 m 3937.500 kg300.000 kg/m 2.680 m 804.000 kg300.000 kg/m 5.550 m 1665.000 kg150.000 kg/m 2.500 m 375.000 kg
200.000 kg/m2 15.595 m2 3119.020 kgPD 63185.360 kgPL 12476.080 kg
360.000 kg/m2 14.178 m2 5104.152 kg100.000 kg/m2 16.234 m2 1623.370 kg154.867 kg/m2 14.178 m2 2195.730 kg875.000 kg/m 5.050 m 4418.750 kg300.000 kg/m 2.680 m 804.000 kg300.000 kg/m 5.550 m 1665.000 kg150.000 kg/m 3.700 m 555.000 kg
200.000 kg/m2 16.234 m2 3246.740 kgPD 16366.002 kgPL 3246.740 kg
TOTAL
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carga unitaria A o L tributaria peso parcial
360.000 kg/m2 9.380 m2 3376.908 kg100.000 kg/m2 11.264 m2 1126.400 kg191.051 kg/m2 0.000 m2 0.000 kg875.000 kg/m 0.000 m 0.000 kg300.000 kg/m 1.980 m 594.000 kg300.000 kg/m 5.550 m 1665.000 kg150.000 kg/m 2.500 m 375.000 kg
100.000 kg/m2 11.264 m2 1126.400 kgPD 7137.308 kgPL 1126.400 kg
360.000 kg/m2 9.380 m2 3376.908 kg100.000 kg/m2 11.264 m2 1126.400 kg191.051 kg/m2 9.380 m2 1792.113 kg875.000 kg/m 5.000 m 4375.000 kg300.000 kg/m 1.980 m 594.000 kg300.000 kg/m 5.550 m 1665.000 kg150.000 kg/m 2.500 m 375.000 kg
200.000 kg/m2 11.264 m2 2252.800 kgPD 53217.683 kgPL 9011.200 kg
360.000 kg/m2 10.465 m2 3767.508 kg100.000 kg/m2 12.349 m2 1234.880 kg154.867 kg/m2 10.465 m2 1620.726 kg875.000 kg/m 5.000 m 4375.000 kg300.000 kg/m 1.980 m 594.000 kg300.000 kg/m 5.550 m 1665.000 kg150.000 kg/m 3.700 m 555.000 kg
200.000 kg/m2 12.349 m2 2469.760 kgPD 13812.114 kgPL 2469.760 kg
TOTAL
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ESQUEMA
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0.40 m0.50 m0.30 m0.50 m0.40 m 0.50 m0.40 m0.50 m0.40 m0.60 m0.40 m b0.60 m0.40 m0.60 m0.40 m0.60 m0.40 m0.60 m
0.25 m 0.50 m0.25 m 0.50 m
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t Pe Peso2400.000 kg/m3 0.360 Tn/m2
b Pe Peso0.25 m 2400.000 kg/m3 0.300 Tn/m
b Pe Peso0.25 m 2400.000 kg/m3 0.000 Tn/m
b Pe Peso0.40 m 2400.000 kg/m3 0.480 Tn/m
b Pe Peso0.40 m 2400.000 kg/m3 0.576 Tn/m
t Pe Peso0.250 m 14. kg/(m2xcm) 0.875 Tn/m
t Pe Peso0.250 m 14. kg/(m2xcm) 0.42 0 Tn/m
t Pe Peso0.250 m 14. kg/(m2xcm) 0.315 Tn/m
t Pe Peso0.250 m 14. kg/(m2xcm) 0.210 Tn/m
AREA peso peso en piso148.448 m 0.360Tn/m2 53.441 Tn152.108 m 0.360Tn/m2 54.75 9 Tn
LONG.PROM peso peso en piso106.250 m 0.300 Tn/m 31.875 Tn126.250 m 0.300 Tn/m 37.875 Tn
LONG.PROM peso peso en piso
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altura Nro peso entrep.
2.50 m 4 4.800 Tn2.50 m 4 4.800 Tn3.70 m 4 7.104 Tnaltura Nro peso entrep.
2.50 m 11 15.840 Tn2.50 m 11 15.840 Tn3.70 m 11 23.443 Tnaltura Nro peso entrep.
0.000 Tn0.000 Tn0.000 Tn
AREA peso peso en piso175.010 m 0.100Tn/m2 17.501 Tn178.670 m 0.100Tn/m2 17.867 Tn
AREA peso peso en piso148.448 m 0.191Tn/m2 28.361 Tn152.108 m 0.155Tn/m2 23.556 Tn
longitud Nro peso entrep.
57.20 m 50.050 Tn53.68 m 46.97 0 Tnlongitud Nro peso entrep.
0.00 m 0.000 Tn0.00 m 0.000 Tnlongitud Nro peso entrep.
0.00 m 0.000 Tn0.00 m 0.000 Tn
peso peso en piso TOTAL
0.100Tn/m2 17.501 Tn0.2 00Tn/m2 35.002 Tn0.2 00Tn/m2 35.734 Tn 193.243 Tn
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1 PISO 2 PISO 3 PISO
54.76 53.44 53.4437.88 37.88 37.8830.55 20.64 20.6417.87 17.50 17.5023.56 28.36 28.360.00 50.05 46.9735.73 35.00 35.00200.34 242.87 239.79178.67 175.01 175.01
1350.507
1.121 1.388 1.3720.42 24.76 24.44
1 PISO 2 PISO 3 PISO
0.212 0.171 0.000 0.216 0.118 0.286 0.216 0.118 0.268
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coeficiente a: 40luz h = — a
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700 kg270 kg000 kg000 kg000 kg000 kg000 kg270 kg970 kg270 kg700 kg270 kg015 kg500 kg000 kg000 kg000 kg540 kg940 kg160 kg700 kg270 kg110 kg000 kg000 kg000 kg000 kg540 kg080 kg540 kg
TOTAL
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900 kg380 kg000 kg000 kg000 kg000 kg000 kg380 kg280 kg380 kg900 kg380 kg918 kg500 kg000 kg000 kg000 kg760 kg791 kg040 kg900 kg380 kg137 kg000 kg000 kg000 kg000 kg760 kg417 kg760 kg
TOTAL
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116 kg810 kg000 kg000 kg000 kg000 kg000 kg810 kg926 kg810 kg
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116 kg810 kg764 kg250 kg000 kg000 kg000 kg62 0 kg760 kg480 kg116 kg810 kg883 kg250 kg000 kg000 kg000 kg62 0 kg059 kg62 0 kg
TOTAL
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116 kg310 kg805 kg000 kg000 kg000 kg000 kg310 kg231 kg310 kg116 kg310 kg805 kg250 kg000 kg000 kg000 kg62 0 kg924 kg para columr480 kg esta asumie116 kg el ancho mi310 kg348 kg250 kg000 kg000 kg000 62 0 kg kg acumulado
024 kg 46749.179 kg62 0 kg 7648.410 kg
TOTAL 54397.589 kg
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268 kg940 kg591 kg000 kg
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000 kg000 kg000 kg940 kg799 kg940 kg268 kg940 kg591 kg750 kg000 kg000 kg000 kg880 kg194 kg para columr520 kg esta asumie268 kg el ancho mi940 kg142 kg750 kg000 kg000 kg000 880 kg kg acumulado
100 kg 117303.092 kg880 kg 21163.340 kg
TOTAL 138466.432 kg
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632 kg940 kg000 kg000 kg000 kg000 kg000 kg940 kg572 kg940 kg632 kg940 kg694 kg200 kg000 kg000 kg000 kg880 kg865 kg para columr520 kg esta asumie632 kg el ancho mi940 kg536 kg200 kg000 kg000 kg000 kg acumulado
880 kg308 kg 103564.745 kg880 kg 25541.340 kg
TOTAL 129106.085 kg
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600 kg800 kg000 kg000 kg000 kg000 kg000 kg800 kg400 kg800 kg600 kg800 kg359 kg000 kg000 kg000 kg000 kg600 kg037 kg para column
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400 kg esta asumie000 kg el ancho mi800 kg876 kg000 kg000 kg000 kg000 kg acumulado
600 kg676 kg 88143.113 kg600 kg 16580.800 kg
TOTAL 104723.913 kg
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para columnesta asumieel ancho mi
acumulado
88825.420 kg17282.330 kg
106107.750 kg
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para columnesta asumieel ancho mi
acumulado
74167.105 kg12607.360 kg86774.465 kg
![Page 56: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/56.jpg)
ESQUEMA
![Page 57: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/57.jpg)
h
![Page 58: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/58.jpg)
TOTAL
321.964 Tn
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TOTAL
105.372 Tn
TOTAL
137.001 Tn
TOTAL
237.930 Tn
![Page 60: tmp274B1](https://reader035.fdocumento.com/reader035/viewer/2022062500/5695d12f1a28ab9b02958031/html5/thumbnails/60.jpg)
4 PISO 5 PISO 6 PISO
53.44 53.44 53.4437.88 37.88 37.8820.64 20.64 20.6417.50 17.50 17.5028.36 28.36 0.0046.97 46.97 46.9735.00 35.00 17.50239.79 239.79 193.93175.01 175.01 175.01
1350.507
1.37 1.37 1.10824.44 24.44 19.77
4 PISO 5 PISO 6 PISO
0.216 0.118 0.268 0.216 0.118 0.268 0.216 0.118 0.268
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PROMEDIO
0.2160.1270.227