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METRADO DE CARGAS VIGA VP-01 EJE B (TRAMO 1-2-3-4)
CARGA PERMANENTE - CARGA MUERTA ( Wd ) SOBRECARGAS - CARGA VIVA (Wl)
Peso Concreto = 2400 Kg/m3 Vivienda 200.00 kg/m2Peso Albañileria = 1800 Kg/m3 Azotea 150.00 kg/m2Peso aligerado = 300.00 Kg/m2 Circulacion y escaleras 200.00 kg/m2Peso acabados = 150.00 Kg/m2Peso ventanas = 10.00 Kg/m2
NIVEL TRAMO Detalle CARGA PERMANENTE (Wd) SOBRECARGAS (Wl)
´5.55 ´1-2
Cargas DistribuidasA L H P.E. Total
Aligerado 3.75 1.00 300.0 1125.00 Kg/m A L H P.E. TotalAcabados 4.00 1.00 150.0 600.00 Kg/m 4.00 1.00 150.00 600.00 Kg/m
P.Viga 0.25 1.00 0.40 2400.0 240.00 Kg/m
1965.00 Kg/m
Cargas Puntuales
1965.00 Kg/m
1965.00
Wd
1 4.25 2
600.00 Kg/m
600.00
Wl
1 4.25 2
NIVEL TRAMO Detalle CARGA PERMANENTE (Wd) SOBRECARGAS (Wl)
´5.55 ´2-3
Cargas DistribuidasA L H P.E. Total
Aligerado 3.75 1.00 300.0 1125.00 Kg/m
Acabados 4.00 1.00 150.0 600.00 Kg/m AT L H P.E. TotalP.Viga 0.25 1.00 0.40 2400.0 240.00 Kg/m 4.00 1.00 150.00 600.00 Kg/m
1965.00 Kg/m
M1 0.15 1.00 2.30 1800.0 621.00 Kg/m
Cargas PuntualesM2 0.15 2.25 2.50 1800.0 1518.75 Kg/m
1.95 M2 1518.75 Kg
2586.00 Kg/m
1965.0 Kg/m M1 621.00
1965.00
Wd
2 4.25 3
600.00 Kg/m
Wl
2 4.25 3
NIVEL TRAMO Detalle CARGA PERMANENTE (Wd) SOBRECARGAS (Wl)
5.55 ´3-4
Cargas DistribuidasA L H P.E. Total
Aligerado 3.75 1.00 300.0 1125.00 Kg/m
Acabados 4.00 1.00 150.0 600.00 Kg/m AT L H P.E. TotalP.Viga 0.25 1.00 0.40 2400.0 240.00 Kg/m 4.00 1.00 150.00 600.00 Kg/m
1965.00 Kg/m
1965.0 Kg/m
1965.00
Wd
3 4.25 4
600.00 Kg
Wl
3 4.25 4
NIVEL TRAMO Detalle CARGA PERMANENTE (Wd) SOBRECARGAS (Wl)
2.85 ´1-2
Cargas DistribuidasA L H P.E. Total
Aligerado 3.75 1.00 300.0 1125.00 Kg/m
Acabados 4.00 1.00 150.0 600.00 Kg/m AT L H P.E. TotalP.P. Viga 0.25 1.00 0.40 2400.0 240.00 Kg/m 4.00 1.00 200.00 800.00 Kg/m
1965.00 Kg/m
M3 0.15 1.00 2.50 1800.0 675.00 Kg/m
Cargas PuntualesM4 0.15 1.60 2.50 1800.0 1080.00 Kg/m
M4 1080.00 Kg
2640.00 Kg/m 1.10
675.0 0 M3 675.00 1965.00 Kg/m
1965.00
Wd
1 4.25 2
800.00 Kg/m
800.00
Wl
1 4.25 2
NIVEL TRAMO Detalle CARGA PERMANENTE (Wd) SOBRECARGAS (Wl)
2.85 ´2-3
Cargas DistribuidasA L H P.E. Total
Aligerado 3.75 1.00 300.0 1125.00 Kg/m
Acabados 4.00 1.00 150.0 600.00 Kg/m AT L H P.E. TotalP.P. Viga 0.25 1.00 0.40 2400.0 240.00 Kg/m 4.00 1.00 200.00 800.00 Kg/m
1965.00 Kg/m
M5 0.25 1.00 2.30 1800.0 1035.00 Kg/m
M6 0.15 1.00 2.50 1800.0 675.00 Kg/m
Cargas PuntualesM7 0.15 0.50 2.50 1800.0 337.50 Kg/m
0.93 M4 337.50 Kg
3675.00 kg/m 2.30
3000.00 Kg/m M6 675.00 1.03
0.0 Kg/m M5 1035.00 1965.0 Kg/m
1965.00
Wd
2 4.25 3
800.00 Kg/m
Wl
2 4.25 3
NIVEL TRAMO Detalle CARGA PERMANENTE (Wd) SOBRECARGAS (Wl)
2.85 ´3-4
Cargas DistribuidasA L H P.E. Total
Aligerado 3.75 1.00 300.0 1125.00 Kg/m
Acabados 4.00 1.00 150.0 600.00 Kg/m AT L H P.E. TotalP.P. Viga 0.25 1.00 0.40 2400.0 240.00 Kg/m 4.00 1.00 200.00 800.00 Kg/m
1965.00 Kg/m
M8 0.15 1.00 2.50 1800.0 675.00 Kg/m
M9 0.15 1.00 2.50 1800.0 675.00 Kg/m
M10 0.15 1.00 1.00 1800.0 270.00 Kg/m
Ventana 1.00 1.50 10.0 15.00 Kg/m
Cargas Puntuales
0.73 2.00 0.50 1.53
2640.00 Kg/m 2640.00 Kg/m
2250.00 Kg/m
M8 675.00 Vent. 15.00 M9 675.00
0.0 0 M10 270.00 0.0 1965.0 Kg/m
1965.00
Wd
3 4.25 4
800.00 Kg/m
Wl
3 4.25 4