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Metrado de vigas en de una estructura de 5 niveles

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UNA
UNA

parte de trabajo de cálculos en concreto 1, esta parte reseña cálculos en vigas de una casa simple de 5 niveles

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CARGA PERMANENTE - CARGA MUERTA ( Wd ) SOBRECARGAS - CARGA VIVA (Wl) 2400 Kg/m3 200.00 kg/m2 1800 Kg/m3 150.00 kg/m2 1350 Kg/m3 250.00 kg/m2 300 Kg/m3 400.00 kg/m2 100 Kg/m3 Disco Bar 400.00 kg/m2 10 Kg/m3 Tiendas 500.00 kg/m2 100 Kg/m3 10 Kg/m3 A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.25 1.00 150.00 337.50 Kg/m 1.95 1.00 300 585.00 Kg/m 573.75 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1320.00 Kg/m 1848.00 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 774.90 Kg/m 774.90 Kg 1848.00 Kg/m 1848.00 1.03 VOLADO 573.75 Kg/m 573.75 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 150.00 337.50 Kg/m 1.95 1.00 300 585.00 Kg/m 573.75 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m 2713.20 Kg/m 2713.20 6.78 B 573.75 Kg/m 573.75 6.78 B METRADO DE CARGAS VIGA VP-01 PORTICO "1" A A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga 1.4 TRAMO DETALLE A- VOLADO Peso aligerado = Corredores y escaleras Peso acabados = Peso ventanas = CARGA PERMANENTE (Wd) Peso Concreto = Vivienda Peso Albañileria (Ladrillo Solido)= Azotea Peso Albañileria (Ladrillo Hueco)= Oficina METRADO DE CARGAS VIGA VP-01 PORTICO "1" (AZOTEA) SOBRECARGAS (Wl) Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Carga Ultima (1.4xWd): Cargas Distribuidas Carga Ultima (1.7xWl): Tabiqueria = Peso Columnas A Carga Ultima (1.4xWd): Peso de laViga Losa Aligerado Acabados Puntual a 1.025m del eje A
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 150.00 337.50 Kg/m 1.95 1.00 300 585.00 Kg/m 573.75 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1470.00 Kg/m 2058.00 Kg/m 2058.00 Kg/m 2058.00 4.85 C 573.75 Kg/m 573.75 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.25 1.00 400.00 900.00 Kg/m 1.95 1.00 300 585.00 Kg/m 1530.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1788.00 Kg/m 2503.20 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 774.90 Kg/m 774.90 Kg 2503.20 Kg/m 2503.20 1.03 VOLADO 1530.00 Kg/m 1530.00 1.03 VOLADO DETALLE CARGA PERMANENTE (Wd) A Cargas Distribuidas A- VOLADO B TRAMO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): B METRADO DE CARGAS VIGA VP-01 PORTICO "1" (DISCO CLUB) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) SOBRECARGAS (Wl) Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): A
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 400.00 900.00 Kg/m 1.95 1.00 300 585.00 Kg/m 1530.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m A L H P.E. Total 0.15 2.05 2.60 1800.0 1439.10 Kg/m 2014.74 Kg/m 4.31 KG 2713.20 Kg/m 2713.20 6.78 B 1530.00 Kg/m 1530.00 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 400.00 900.00 Kg/m 1.95 1.00 300 585.00 Kg/m 1530.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m A L H P.E. Total 0.15 2.05 2.60 1800.0 1439.10 Kg/m 2014.74 Kg/m 2.93 KG 2713.20 Kg/m 2713.20 4.85 C 1530.00 Kg/m 1530.00 4.85 C Carga Ultima (1.7xWl): SOBRECARGAS (Wl) Cargas Distribuidas Acabados Muro en la Viga Carga Ultima (1.4xWd): A-B 2014.74 TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Peso de laViga Losa Aligerado Carga Puntual Puntual a 2.93m del eje B 1.4 Carga Ultima (1.4xWd): B-C B B Carga Puntual Puntual a 4.31m del eje A 1.4 Carga Ultima (1.4xWd): 2014.74 Peso de laViga Losa Aligerado A A TRAMO DETALLE CARGA PERMANENTE (Wd) Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd):
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.25 1.00 200.00 450.00 Kg/m 1.95 1.00 300 585.00 Kg/m 765.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1788.00 Kg/m 2503.20 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 774.90 Kg/m 774.90 Kg 2503.20 Kg/m 2503.20 1.03 VOLADO 765.00 Kg/m 765.00 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 200.00 450.00 Kg/m 1.95 1.00 300 585.00 Kg/m 765.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m A L H P.E. Total 0.15 2.05 2.60 1800.0 1439.10 2014.74 Kg/m 0.15 2.05 2.60 1800.0 1439.10 2014.74 Kg/m 4029.48 Kg/m 1.67 KG KG 2.47 2713.20 Kg/m 2713.20 6.78 B 765.00 Kg/m 765.00 6.78 B METRADO DE CARGAS VIGA VP-01 PORTICO "1" (HABITACIONES) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.67m del eje A 1.4 Carga Ultima (1.4xWd): A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Puntual a 2.47m del eje B 2014.742014.74 A A A-B Peso de la Viga
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 200.00 450.00 Kg/m 1.95 1.00 300 585.00 Kg/m 765.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m 2713.20 Kg/m 2713.20 4.85 C 765.00 Kg/m 765.00 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.25 1.00 250.00 562.50 Kg/m 1.95 1.00 300 585.00 Kg/m 956.25 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 1860.00 Kg/m 2604.00 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 774.90 Kg/m 774.90 Kg 2604.00 Kg/m 2604.00 1.03 VOLADO 956.25 Kg/m 956.25 1.03 VOLADO TRAMO DETALLE B B METRADO DE CARGAS VIGA VP-01 PORTICO "1" (OFICINAS) B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): A A
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 250.00 562.50 Kg/m 1.95 1.00 300 585.00 Kg/m 956.25 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2010.00 Kg/m 2814.00 Kg/m A L H P.E. Total 0.15 2.05 2.80 1800.0 1549.80 2169.72 Kg/m 0.15 2.05 2.80 1800.0 1549.80 2169.72 Kg/m 4339.44 Kg/m 2.85 KG KG 2.39 2814.00 Kg/m 2814.00 6.78 B 956.25 Kg/m 956.25 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 250.00 562.50 Kg/m 1.95 1.00 300 585.00 Kg/m 956.25 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2010.00 Kg/m 2814.00 Kg/m A L H P.E. Total 0.15 2.05 2.80 1800.0 1549.80 Kg/m 2169.72 Kg/m 2.49m kg 2814.00 Kg/m 2814.00 4.85 C 956.25 Kg/m 956.25 4.85 C A-B Puntual a 2.85m del eje A Puntual a 2.39m del eje B Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Peso de la Viga Losa Aligerado SOBRECARGAS (Wl) Cargas Distribuidas Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Ultima (1.4xWd): 2169.72 2169.72 A A TRAMO DETALLE CARGA PERMANENTE (Wd) 1.4 2169.72 B B Puntual a 2.49m del eje B 1.4 Carga Ultima (1.4xWd): B-C
CARGA PERMANENTE - CARGA MUERTA ( Wd ) SOBRECARGAS - CARGA VIVA (Wl) 2400 Kg/m3 200.00 kg/m2 1800 Kg/m3 150.00 kg/m2 1350 Kg/m3 250.00 kg/m2 300 Kg/m3 400.00 kg/m2 100 Kg/m3 Disco Bar 400.00 kg/m2 10 Kg/m3 Tiendas 500.00 kg/m2 100 Kg/m3 10 Kg/m3 A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 150.00 750.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1275.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 1.33 1.00 1800.0 359.10 502.74 Kg/m 0.15 0.88 1.00 1800.0 237.60 332.64 Kg/m 835.38 Kg/m 756 Kg/m 835.38 Kg 3052.00 Kg/m 3052.00 1.03 VOLADO 1275.00 Kg/m 1275.00 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 150.00 750.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1275.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m 3052.00 Kg/m 3052.00 6.78 B 1275.00 Kg/m 1275.00 6.78 B METRADO DE CARGAS VIGA VP-02 PORTICO "2" Vivienda Peso Albañileria (Ladrillo Solido)= Azotea Peso Albañileria (Ladrillo Hueco)= Oficina Peso aligerado = Corredores y escaleras Peso acabados = Peso ventanas = Peso Concreto = 1.4 Carga Ultima (1.4xWd): A Tabiqueria = Columnas METRADO DE CARGAS VIGA VP-02 PORTICO "2" (AZOTEA) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A A A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Puntual a 1.025m del eje A Carga distribuida M1 M2
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 150.00 750.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1275.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m 3052.00 Kg/m 3052.00 4.85 C 1275.00 Kg/m 1275.00 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 5.00 1.00 400.00 2000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 3400.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2030.00 Kg/m 2842.00 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 1.33 1.00 1800.0 359.10 Kg/m 0.15 0.88 1.00 1800.0 237.60 Kg/m 502.74 Kg/m 756 kg/m 502.74 Kg 2842.00 Kg/m 2842.00 1.03 VOLADO 3400.00 Kg/m 3400.00 1.03 VOLADO TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B B METRADO DE CARGAS VIGA VP-02 PORTICO "2" (DISCO CLUB) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): A A A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Carga distribuida M1 M2 Puntual a 1.025m del eje A
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 400.00 2000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 3400.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m 3052.00 Kg/m 3052.00 6.78 B 3400.00 Kg/m 3400.00 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 400.00 2000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 3400.00 Kg/m 5.00 1.00 100 500.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 3008.00 Kg/m 4211.20 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 0.88 2.60 1800.0 617.76 864.86 Kg/m 0.15 0.88 2.60 1800.0 617.76 864.86 Kg/m 1729.73 Kg/m 864.9 kg 864.86 kg 2.25 0.7 4211.20 Kg/m 378 378 4211.20 4.85 C 3400.00 Kg/m 3400.00 4.85 C TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Carga distribuida M1 M2 Puntual a 3.030m del eje C A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): B B B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.48m del eje C 1.4 Carga Ultima (1.4xWd):
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 5.00 1.00 200.00 1000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1700.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2030.00 Kg/m 2842.00 Kg/m A L H P.E. Total 0.15 1.00 2.60 1800.0 702.00 982.8 0.15 1.00 2.60 1800.0 702.00 982.8 A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 0.15 2.05 1.00 1800.0 553.50 Kg/m 1549.80 Kg/m 1965.6 kg/m 1549.80 Kg 2842.00 Kg/m 2842.00 1.03 VOLADO 1700.00 Kg/m 1700.00 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 200.00 1000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1700.00 Kg/m 5.00 1.00 100 500.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 2540.00 Kg/m 3556.00 Kg/m A L H P.E. Total 0.15 1.00 2.60 1800.0 702.00 982.8 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 3.05 2.60 1800.0 2141.10 2997.54 Kg/m 0.15 3.05 2.60 1800.0 2141.10 2997.54 Kg/m 5995.08 Kg/m 1.67 2997.54 kg kg 2.47 982.8 378 kg/m 3556.00 Kg/m 378 kg/m 0.6 3.24 3556.00 1.08 6.78 B 1700.00 Kg/m 1700.00 6.78 B M1 M2 METRADO DE CARGAS VIGA VP-02 PORTICO "2" (HABITACIONES) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Carga distribuida 2997.54 A A A-B Peso de la Viga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.67m del eje A Puntual a 2.47m del eje B 1.4 Carga Ultima (1.4xWd): M2 M3 Puntual a 1.025m del eje A Carga distribuida M1
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 200.00 1000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1700.00 Kg/m 5.00 1.00 100 500.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 3008.00 Kg/m 1932.00 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 0.88 2.60 1800.0 617.76 864.86 Kg/m 0.15 0.88 2.60 1800.0 617.76 864.86 Kg/m 1729.73 Kg/m ##### kg 864.86 kg 2.25 0.7 1932.00 Kg/m 378 378 1932.00 3.3 1.48 4.85 C 1700.00 Kg/m 1700.00 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 5.00 1.00 250.00 1250.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 2125.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2030.00 Kg/m 2842.00 Kg/m A L H P.E. Total 0.15 1.00 2.80 1800.0 756.00 1058.4 0.15 1.00 2.80 1800.0 756.00 1058.4 A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 0.15 2.05 1.00 1350.0 415.13 Kg/m 1356.08 Kg/m 2116.8 kg/m 1356.08 Kg 2842.00 Kg/m 2842.00 1.03 VOLADO 2125.00 Kg/m 2125.00 1.03 VOLADO TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga distribuida M1 M2 Carga Puntual Puntual a 1.48m del eje C A A A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): M1 M2 Puntual a 1.025m del eje A METRADO DE CARGAS VIGA VP-02 PORTICO "2" (OFICINAS) TRAMO DETALLE CARGA PERMANENTE (Wd) Puntual a 3.30m del eje C 1.4 Carga Ultima (1.4xWd): B B Carga distribuida
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 250.00 1250.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 2125.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 1.00 2.80 1800.0 756.00 1058.4 0.15 1.00 2.80 1800.0 756.00 1058.4 0.15 1.00 2.80 1800.0 756.00 1058.4 A L H P.E. Total 0.15 2.48 2.80 1800.0 1874.88 2624.832 Kg/m 0.15 1.33 2.80 1800.0 1005.48 1407.672 Kg/m 4032.50 Kg/m kg 2.85m KG 1.24m 2116.8 kg/m 3052.00 Kg/m 1058.4 kg/m 3052.00 2.39m 6.78 B 2125.00 Kg/m 2125.00 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 250.00 1250.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 2125.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 2.80 1800.0 756.00 1058.4 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 2.05 2.80 1800.0 1549.80 Kg 0.15 2.05 2.80 1800.0 1549.80 Kg 0.15 2.05 2.80 1800.0 1549.80 Kg 2169.72 Kg 1549.80 1549.80 2.49m 1.243 378 kg/m 1058.4 3052.00 Kg/m 2.49 3052.00 4.85 C 2125.00 Kg/m 2125.00 4.85 C TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 2.85m del eje A Puntual a 1.24m del eje B 1.4 Carga Ultima (1.4xWd): Carga distribuida M1 M1 M2 SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Puntual a 1.83m del eje B 1.4 Carga Ultima (1.4xWd): 1407.67 A A TRAMO DETALLE CARGA PERMANENTE (Wd) 1.44m B B A-B Peso de la Viga Losa Aligerado 2624.83 Carga distribuida M1 M2 M2 Puntual a 2.49m del eje B Puntual a 1.48m del eje C 1549.80
CARGA PERMANENTE - CARGA MUERTA ( Wd ) SOBRECARGAS - CARGA VIVA (Wl) 2400 Kg/m3 200.00 kg/m2 1800 Kg/m3 150.00 kg/m2 1350 Kg/m3 250.00 kg/m2 300 Kg/m3 400.00 kg/m2 100 Kg/m3 Disco Bar 400.00 kg/m2 10 Kg/m3 Tiendas 500.00 kg/m2 100 Kg/m3 10 Kg/m3 A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.75 1.00 150.00 412.50 Kg/m 2.35 1.00 300 705.00 Kg/m 701.25 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1490.00 Kg/m 2086.00 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m Kg/m 774.90 Kg/m 774.90 Kg 2086.00 1.03 VOLADO 701.25 Kg/m 701.25 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 150.00 412.50 Kg/m 2.35 1.00 300 705.00 Kg/m 701.25 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1640.00 Kg/m 2296.00 Kg/m 2296.00 Kg/m 2296.00 6.78 B 701.25 Kg/m 701.25 6.78 B Peso aligerado = Corredores y escaleras Peso acabados = Peso ventanas = Tabiqueria = Columnas METRADO DE CARGAS VIGA VP-03 PORTICO "3" (AZOTEA) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Peso Concreto = Vivienda Peso Albañileria (Ladrillo Solido)= Azotea Peso Albañileria (Ladrillo Hueco)= Oficina METRADO DE CARGAS VIGA VP-03 PORTICO "3" A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): A A A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Muro en la Viga Carga Ultima (1.4xWd):
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 150.00 412.50 Kg/m 2.35 1.00 300 705.00 Kg/m 701.25 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1280.00 Kg/m 1792.00 Kg/m 1792.00 Kg/m 1792.00 4.85 C 701.25 Kg/m 701.25 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.75 1.00 400.00 1100.00 Kg/m 2.35 1.00 300 705.00 Kg/m 1870.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1130.00 Kg/m 1582.00 Kg/m A L H P.E. Total 0.15 2.55 1.00 1800.0 688.50 Kg/m 963.90 Kg/m 963.90 Kg 1582.00 Kg/m 1582.00 1.03 VOLADO 1870.00 Kg/m 1870.00 1.03 VOLADO TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B B METRADO DE CARGAS VIGA VP-03 PORTICO "3" (DISCO CLUB) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): A A A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Muro en la Viga Muro en la Viga
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 400.00 1100.00 Kg/m 2.35 1.00 300 705.00 Kg/m 1870.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1280.00 Kg/m 1792.00 Kg/m 1792.00 Kg/m 1792.00 6.78 B 1870.00 Kg/m 1870.00 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 400.00 1100.00 Kg/m 2.35 1.00 300 705.00 Kg/m 1870.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 2108.00 Kg/m 2951.20 Kg/m A L H P.E. Total 0.15 2.55 2.60 1800.0 1790.10 2506.1 Kg/m 0.15 2.55 2.60 1800.0 1790.10 2506.1 Kg/m 5012.28 Kg/m kg 2506.14 kg 1.83m 1.48m 2951.20 Kg/m 2951.20 4.85 C 1870.00 Kg/m 1870.00 4.85 C TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Muro en la Viga B B B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.48m del eje C Puntual a 1.83m del eje B 1.4 Carga Ultima (1.4xWd): 2506.14
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.75 1.00 200.00 550.00 Kg/m 2.35 1.00 300 705.00 Kg/m 935.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1130.00 Kg/m 1582.00 Kg/m A L H P.E. Total 0.15 2.55 1.00 1800.0 688.50 Kg/m 963.90 Kg/m 963.90 Kg 1582.00 Kg/m 1582.00 1.03 VOLADO 935.00 Kg/m 935.00 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 200.00 550.00 Kg/m 2.35 1.00 300 705.00 Kg/m 935.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 2108.00 Kg/m 2951.20 Kg/m A L H P.E. Total 0.15 3.05 2.60 1800.0 2141.10 2997.54 Kg/m 0.15 3.05 2.60 1800.0 2141.10 2997.54 Kg/m 5995.08 Kg/m 1.67 2997.54 kg kg 2.47 2951.20 Kg/m 2951.20 6.78 B 935.00 Kg/m 935.00 6.78 B METRADO DE CARGAS VIGA VP-03 PORTICO "3" (HABITACIONES) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Muro en la Viga 2997.54 A A A-B Peso de la Viga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.67m del eje A Puntual a 2.47m del eje B 1.4 Carga Ultima (1.4xWd):
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 200.00 550.00 Kg/m 2.35 1.00 300 705.00 Kg/m 935.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 2108.00 Kg/m 2951.20 Kg/m A L H P.E. Total 0.15 2.55 2.60 1800.0 1790.10 2506.1 Kg/m 0.15 2.55 2.60 1800.0 1790.10 2506.1 Kg/m 5012.28 Kg/m kg 2506.1 kg 1.83m 1.48m 2951.20 Kg/m 2951.20 4.85 C 935.00 Kg/m 935.00 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.75 1.00 250.00 687.50 Kg/m 2.35 1.00 300 705.00 Kg/m 1168.75 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2030.00 Kg/m 2842.00 Kg/m A L H P.E. Total 0.15 2.55 1.00 1800.0 688.50 Kg/m 963.90 Kg/m 963.90 Kg 2842.00 Kg/m 2842.00 1.03 VOLADO 1168.75 Kg/m 1168.75 1.03 VOLADO TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B B METRADO DE CARGAS VIGA VP-03 PORTICO "3" (OFICINAS) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.83m del eje B Puntual a 1.48m del eje C 1.4 Carga Ultima (1.4xWd): 2506.14 A A A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Muro en la Viga
A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 250.00 687.50 Kg/m 2.35 1.00 300 705.00 Kg/m 1168.75 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 1.35 2.80 1800.0 1020.60 1428.84 1428.84 Kg/m kg 2.85m 3052.00 Kg/m 3052.00 6.78 B 1168.75 Kg/m 1168.75 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 250.00 687.50 Kg/m 2.35 1.00 300 705.00 Kg/m 1168.75 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 2.55 2.80 1800.0 1927.80 Kg 0.15 2.55 2.80 1800.0 1927.80 Kg 2698.92 Kg 1927.80 kg 1.83m 1.48 3052.00 Kg/m 3052.00 4.85 C 1168.75 Kg/m 1168.75 4.85 C 1927.80 TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Carga Puntual Puntual a 2.85m del eje A Puntual a 1.48m del eje C 1.4 Carga Ultima (1.4xWd): 1428.84 A A TRAMO DETALLE CARGA PERMANENTE (Wd) A-B Peso de la Viga Losa Aligerado 1.4 Carga Ultima (1.4xWd): Muro en la Viga Muro en la Viga Carga Puntual kg B B SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Puntual a 1.83m del eje B Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd):

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Metrado de vigas en de una estructura de 5 niveles

  • 1. CARGA PERMANENTE - CARGA MUERTA ( Wd ) SOBRECARGAS - CARGA VIVA (Wl) 2400 Kg/m3 200.00 kg/m2 1800 Kg/m3 150.00 kg/m2 1350 Kg/m3 250.00 kg/m2 300 Kg/m3 400.00 kg/m2 100 Kg/m3 Disco Bar 400.00 kg/m2 10 Kg/m3 Tiendas 500.00 kg/m2 100 Kg/m3 10 Kg/m3 A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.25 1.00 150.00 337.50 Kg/m 1.95 1.00 300 585.00 Kg/m 573.75 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1320.00 Kg/m 1848.00 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 774.90 Kg/m 774.90 Kg 1848.00 Kg/m 1848.00 1.03 VOLADO 573.75 Kg/m 573.75 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 150.00 337.50 Kg/m 1.95 1.00 300 585.00 Kg/m 573.75 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m 2713.20 Kg/m 2713.20 6.78 B 573.75 Kg/m 573.75 6.78 B METRADO DE CARGAS VIGA VP-01 PORTICO "1" A A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga 1.4 TRAMO DETALLE A- VOLADO Peso aligerado = Corredores y escaleras Peso acabados = Peso ventanas = CARGA PERMANENTE (Wd) Peso Concreto = Vivienda Peso Albañileria (Ladrillo Solido)= Azotea Peso Albañileria (Ladrillo Hueco)= Oficina METRADO DE CARGAS VIGA VP-01 PORTICO "1" (AZOTEA) SOBRECARGAS (Wl) Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Carga Ultima (1.4xWd): Cargas Distribuidas Carga Ultima (1.7xWl): Tabiqueria = Peso Columnas A Carga Ultima (1.4xWd): Peso de laViga Losa Aligerado Acabados Puntual a 1.025m del eje A
  • 2. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 150.00 337.50 Kg/m 1.95 1.00 300 585.00 Kg/m 573.75 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1470.00 Kg/m 2058.00 Kg/m 2058.00 Kg/m 2058.00 4.85 C 573.75 Kg/m 573.75 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.25 1.00 400.00 900.00 Kg/m 1.95 1.00 300 585.00 Kg/m 1530.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1788.00 Kg/m 2503.20 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 774.90 Kg/m 774.90 Kg 2503.20 Kg/m 2503.20 1.03 VOLADO 1530.00 Kg/m 1530.00 1.03 VOLADO DETALLE CARGA PERMANENTE (Wd) A Cargas Distribuidas A- VOLADO B TRAMO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): B METRADO DE CARGAS VIGA VP-01 PORTICO "1" (DISCO CLUB) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) SOBRECARGAS (Wl) Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): A
  • 3. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 400.00 900.00 Kg/m 1.95 1.00 300 585.00 Kg/m 1530.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m A L H P.E. Total 0.15 2.05 2.60 1800.0 1439.10 Kg/m 2014.74 Kg/m 4.31 KG 2713.20 Kg/m 2713.20 6.78 B 1530.00 Kg/m 1530.00 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 400.00 900.00 Kg/m 1.95 1.00 300 585.00 Kg/m 1530.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m A L H P.E. Total 0.15 2.05 2.60 1800.0 1439.10 Kg/m 2014.74 Kg/m 2.93 KG 2713.20 Kg/m 2713.20 4.85 C 1530.00 Kg/m 1530.00 4.85 C Carga Ultima (1.7xWl): SOBRECARGAS (Wl) Cargas Distribuidas Acabados Muro en la Viga Carga Ultima (1.4xWd): A-B 2014.74 TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Peso de laViga Losa Aligerado Carga Puntual Puntual a 2.93m del eje B 1.4 Carga Ultima (1.4xWd): B-C B B Carga Puntual Puntual a 4.31m del eje A 1.4 Carga Ultima (1.4xWd): 2014.74 Peso de laViga Losa Aligerado A A TRAMO DETALLE CARGA PERMANENTE (Wd) Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd):
  • 4. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.25 1.00 200.00 450.00 Kg/m 1.95 1.00 300 585.00 Kg/m 765.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1788.00 Kg/m 2503.20 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 774.90 Kg/m 774.90 Kg 2503.20 Kg/m 2503.20 1.03 VOLADO 765.00 Kg/m 765.00 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 200.00 450.00 Kg/m 1.95 1.00 300 585.00 Kg/m 765.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m A L H P.E. Total 0.15 2.05 2.60 1800.0 1439.10 2014.74 Kg/m 0.15 2.05 2.60 1800.0 1439.10 2014.74 Kg/m 4029.48 Kg/m 1.67 KG KG 2.47 2713.20 Kg/m 2713.20 6.78 B 765.00 Kg/m 765.00 6.78 B METRADO DE CARGAS VIGA VP-01 PORTICO "1" (HABITACIONES) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.67m del eje A 1.4 Carga Ultima (1.4xWd): A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Puntual a 2.47m del eje B 2014.742014.74 A A A-B Peso de la Viga
  • 5. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 200.00 450.00 Kg/m 1.95 1.00 300 585.00 Kg/m 765.00 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1938.00 Kg/m 2713.20 Kg/m 2713.20 Kg/m 2713.20 4.85 C 765.00 Kg/m 765.00 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.25 1.00 250.00 562.50 Kg/m 1.95 1.00 300 585.00 Kg/m 956.25 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 1860.00 Kg/m 2604.00 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 774.90 Kg/m 774.90 Kg 2604.00 Kg/m 2604.00 1.03 VOLADO 956.25 Kg/m 956.25 1.03 VOLADO TRAMO DETALLE B B METRADO DE CARGAS VIGA VP-01 PORTICO "1" (OFICINAS) B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): A A
  • 6. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 250.00 562.50 Kg/m 1.95 1.00 300 585.00 Kg/m 956.25 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2010.00 Kg/m 2814.00 Kg/m A L H P.E. Total 0.15 2.05 2.80 1800.0 1549.80 2169.72 Kg/m 0.15 2.05 2.80 1800.0 1549.80 2169.72 Kg/m 4339.44 Kg/m 2.85 KG KG 2.39 2814.00 Kg/m 2814.00 6.78 B 956.25 Kg/m 956.25 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.25 1.00 250.00 562.50 Kg/m 1.95 1.00 300 585.00 Kg/m 956.25 Kg/m 2.25 1.00 100 225.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2010.00 Kg/m 2814.00 Kg/m A L H P.E. Total 0.15 2.05 2.80 1800.0 1549.80 Kg/m 2169.72 Kg/m 2.49m kg 2814.00 Kg/m 2814.00 4.85 C 956.25 Kg/m 956.25 4.85 C A-B Puntual a 2.85m del eje A Puntual a 2.39m del eje B Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Peso de la Viga Losa Aligerado SOBRECARGAS (Wl) Cargas Distribuidas Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Ultima (1.4xWd): 2169.72 2169.72 A A TRAMO DETALLE CARGA PERMANENTE (Wd) 1.4 2169.72 B B Puntual a 2.49m del eje B 1.4 Carga Ultima (1.4xWd): B-C
  • 7. CARGA PERMANENTE - CARGA MUERTA ( Wd ) SOBRECARGAS - CARGA VIVA (Wl) 2400 Kg/m3 200.00 kg/m2 1800 Kg/m3 150.00 kg/m2 1350 Kg/m3 250.00 kg/m2 300 Kg/m3 400.00 kg/m2 100 Kg/m3 Disco Bar 400.00 kg/m2 10 Kg/m3 Tiendas 500.00 kg/m2 100 Kg/m3 10 Kg/m3 A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 150.00 750.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1275.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 1.33 1.00 1800.0 359.10 502.74 Kg/m 0.15 0.88 1.00 1800.0 237.60 332.64 Kg/m 835.38 Kg/m 756 Kg/m 835.38 Kg 3052.00 Kg/m 3052.00 1.03 VOLADO 1275.00 Kg/m 1275.00 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 150.00 750.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1275.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m 3052.00 Kg/m 3052.00 6.78 B 1275.00 Kg/m 1275.00 6.78 B METRADO DE CARGAS VIGA VP-02 PORTICO "2" Vivienda Peso Albañileria (Ladrillo Solido)= Azotea Peso Albañileria (Ladrillo Hueco)= Oficina Peso aligerado = Corredores y escaleras Peso acabados = Peso ventanas = Peso Concreto = 1.4 Carga Ultima (1.4xWd): A Tabiqueria = Columnas METRADO DE CARGAS VIGA VP-02 PORTICO "2" (AZOTEA) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A A A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Puntual a 1.025m del eje A Carga distribuida M1 M2
  • 8. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 150.00 750.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1275.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m 3052.00 Kg/m 3052.00 4.85 C 1275.00 Kg/m 1275.00 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 5.00 1.00 400.00 2000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 3400.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2030.00 Kg/m 2842.00 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 1.33 1.00 1800.0 359.10 Kg/m 0.15 0.88 1.00 1800.0 237.60 Kg/m 502.74 Kg/m 756 kg/m 502.74 Kg 2842.00 Kg/m 2842.00 1.03 VOLADO 3400.00 Kg/m 3400.00 1.03 VOLADO TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B B METRADO DE CARGAS VIGA VP-02 PORTICO "2" (DISCO CLUB) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): A A A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Carga distribuida M1 M2 Puntual a 1.025m del eje A
  • 9. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 400.00 2000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 3400.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m 3052.00 Kg/m 3052.00 6.78 B 3400.00 Kg/m 3400.00 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 400.00 2000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 3400.00 Kg/m 5.00 1.00 100 500.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 3008.00 Kg/m 4211.20 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 0.88 2.60 1800.0 617.76 864.86 Kg/m 0.15 0.88 2.60 1800.0 617.76 864.86 Kg/m 1729.73 Kg/m 864.9 kg 864.86 kg 2.25 0.7 4211.20 Kg/m 378 378 4211.20 4.85 C 3400.00 Kg/m 3400.00 4.85 C TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Carga distribuida M1 M2 Puntual a 3.030m del eje C A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): B B B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.48m del eje C 1.4 Carga Ultima (1.4xWd):
  • 10. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 5.00 1.00 200.00 1000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1700.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2030.00 Kg/m 2842.00 Kg/m A L H P.E. Total 0.15 1.00 2.60 1800.0 702.00 982.8 0.15 1.00 2.60 1800.0 702.00 982.8 A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 0.15 2.05 1.00 1800.0 553.50 Kg/m 1549.80 Kg/m 1965.6 kg/m 1549.80 Kg 2842.00 Kg/m 2842.00 1.03 VOLADO 1700.00 Kg/m 1700.00 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 200.00 1000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1700.00 Kg/m 5.00 1.00 100 500.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 2540.00 Kg/m 3556.00 Kg/m A L H P.E. Total 0.15 1.00 2.60 1800.0 702.00 982.8 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 3.05 2.60 1800.0 2141.10 2997.54 Kg/m 0.15 3.05 2.60 1800.0 2141.10 2997.54 Kg/m 5995.08 Kg/m 1.67 2997.54 kg kg 2.47 982.8 378 kg/m 3556.00 Kg/m 378 kg/m 0.6 3.24 3556.00 1.08 6.78 B 1700.00 Kg/m 1700.00 6.78 B M1 M2 METRADO DE CARGAS VIGA VP-02 PORTICO "2" (HABITACIONES) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Carga distribuida 2997.54 A A A-B Peso de la Viga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.67m del eje A Puntual a 2.47m del eje B 1.4 Carga Ultima (1.4xWd): M2 M3 Puntual a 1.025m del eje A Carga distribuida M1
  • 11. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 200.00 1000.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 1700.00 Kg/m 5.00 1.00 100 500.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 3008.00 Kg/m 1932.00 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 0.88 2.60 1800.0 617.76 864.86 Kg/m 0.15 0.88 2.60 1800.0 617.76 864.86 Kg/m 1729.73 Kg/m ##### kg 864.86 kg 2.25 0.7 1932.00 Kg/m 378 378 1932.00 3.3 1.48 4.85 C 1700.00 Kg/m 1700.00 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 5.00 1.00 250.00 1250.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 2125.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2030.00 Kg/m 2842.00 Kg/m A L H P.E. Total 0.15 1.00 2.80 1800.0 756.00 1058.4 0.15 1.00 2.80 1800.0 756.00 1058.4 A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m 0.15 2.05 1.00 1350.0 415.13 Kg/m 1356.08 Kg/m 2116.8 kg/m 1356.08 Kg 2842.00 Kg/m 2842.00 1.03 VOLADO 2125.00 Kg/m 2125.00 1.03 VOLADO TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga distribuida M1 M2 Carga Puntual Puntual a 1.48m del eje C A A A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): M1 M2 Puntual a 1.025m del eje A METRADO DE CARGAS VIGA VP-02 PORTICO "2" (OFICINAS) TRAMO DETALLE CARGA PERMANENTE (Wd) Puntual a 3.30m del eje C 1.4 Carga Ultima (1.4xWd): B B Carga distribuida
  • 12. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 250.00 1250.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 2125.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 1.00 2.80 1800.0 756.00 1058.4 0.15 1.00 2.80 1800.0 756.00 1058.4 0.15 1.00 2.80 1800.0 756.00 1058.4 A L H P.E. Total 0.15 2.48 2.80 1800.0 1874.88 2624.832 Kg/m 0.15 1.33 2.80 1800.0 1005.48 1407.672 Kg/m 4032.50 Kg/m kg 2.85m KG 1.24m 2116.8 kg/m 3052.00 Kg/m 1058.4 kg/m 3052.00 2.39m 6.78 B 2125.00 Kg/m 2125.00 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 5.00 1.00 250.00 1250.00 Kg/m 4.60 1.00 300 1380.00 Kg/m 2125.00 Kg/m 5.00 1.00 100 500.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 1.00 1.00 1800.0 270.00 378 0.15 1.00 2.80 1800.0 756.00 1058.4 0.15 1.00 1.00 1800.0 270.00 378 A L H P.E. Total 0.15 2.05 2.80 1800.0 1549.80 Kg 0.15 2.05 2.80 1800.0 1549.80 Kg 0.15 2.05 2.80 1800.0 1549.80 Kg 2169.72 Kg 1549.80 1549.80 2.49m 1.243 378 kg/m 1058.4 3052.00 Kg/m 2.49 3052.00 4.85 C 2125.00 Kg/m 2125.00 4.85 C TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 2.85m del eje A Puntual a 1.24m del eje B 1.4 Carga Ultima (1.4xWd): Carga distribuida M1 M1 M2 SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Puntual a 1.83m del eje B 1.4 Carga Ultima (1.4xWd): 1407.67 A A TRAMO DETALLE CARGA PERMANENTE (Wd) 1.44m B B A-B Peso de la Viga Losa Aligerado 2624.83 Carga distribuida M1 M2 M2 Puntual a 2.49m del eje B Puntual a 1.48m del eje C 1549.80
  • 13. CARGA PERMANENTE - CARGA MUERTA ( Wd ) SOBRECARGAS - CARGA VIVA (Wl) 2400 Kg/m3 200.00 kg/m2 1800 Kg/m3 150.00 kg/m2 1350 Kg/m3 250.00 kg/m2 300 Kg/m3 400.00 kg/m2 100 Kg/m3 Disco Bar 400.00 kg/m2 10 Kg/m3 Tiendas 500.00 kg/m2 100 Kg/m3 10 Kg/m3 A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.75 1.00 150.00 412.50 Kg/m 2.35 1.00 300 705.00 Kg/m 701.25 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1490.00 Kg/m 2086.00 Kg/m A L H P.E. Total 0.15 2.05 1.00 1800.0 553.50 Kg/m Kg/m 774.90 Kg/m 774.90 Kg 2086.00 1.03 VOLADO 701.25 Kg/m 701.25 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 150.00 412.50 Kg/m 2.35 1.00 300 705.00 Kg/m 701.25 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1640.00 Kg/m 2296.00 Kg/m 2296.00 Kg/m 2296.00 6.78 B 701.25 Kg/m 701.25 6.78 B Peso aligerado = Corredores y escaleras Peso acabados = Peso ventanas = Tabiqueria = Columnas METRADO DE CARGAS VIGA VP-03 PORTICO "3" (AZOTEA) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Peso Concreto = Vivienda Peso Albañileria (Ladrillo Solido)= Azotea Peso Albañileria (Ladrillo Hueco)= Oficina METRADO DE CARGAS VIGA VP-03 PORTICO "3" A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): A A A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Muro en la Viga Carga Ultima (1.4xWd):
  • 14. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 150.00 412.50 Kg/m 2.35 1.00 300 705.00 Kg/m 701.25 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 1.00 1800 360.00 Kg/m 1280.00 Kg/m 1792.00 Kg/m 1792.00 Kg/m 1792.00 4.85 C 701.25 Kg/m 701.25 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.75 1.00 400.00 1100.00 Kg/m 2.35 1.00 300 705.00 Kg/m 1870.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1130.00 Kg/m 1582.00 Kg/m A L H P.E. Total 0.15 2.55 1.00 1800.0 688.50 Kg/m 963.90 Kg/m 963.90 Kg 1582.00 Kg/m 1582.00 1.03 VOLADO 1870.00 Kg/m 1870.00 1.03 VOLADO TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B B METRADO DE CARGAS VIGA VP-03 PORTICO "3" (DISCO CLUB) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): A A A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Muro en la Viga Muro en la Viga
  • 15. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 400.00 1100.00 Kg/m 2.35 1.00 300 705.00 Kg/m 1870.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1280.00 Kg/m 1792.00 Kg/m 1792.00 Kg/m 1792.00 6.78 B 1870.00 Kg/m 1870.00 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 400.00 1100.00 Kg/m 2.35 1.00 300 705.00 Kg/m 1870.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 2108.00 Kg/m 2951.20 Kg/m A L H P.E. Total 0.15 2.55 2.60 1800.0 1790.10 2506.1 Kg/m 0.15 2.55 2.60 1800.0 1790.10 2506.1 Kg/m 5012.28 Kg/m kg 2506.14 kg 1.83m 1.48m 2951.20 Kg/m 2951.20 4.85 C 1870.00 Kg/m 1870.00 4.85 C TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A-B Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Muro en la Viga B B B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.48m del eje C Puntual a 1.83m del eje B 1.4 Carga Ultima (1.4xWd): 2506.14
  • 16. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.75 1.00 200.00 550.00 Kg/m 2.35 1.00 300 705.00 Kg/m 935.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 1130.00 Kg/m 1582.00 Kg/m A L H P.E. Total 0.15 2.55 1.00 1800.0 688.50 Kg/m 963.90 Kg/m 963.90 Kg 1582.00 Kg/m 1582.00 1.03 VOLADO 935.00 Kg/m 935.00 1.03 VOLADO A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 200.00 550.00 Kg/m 2.35 1.00 300 705.00 Kg/m 935.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 2108.00 Kg/m 2951.20 Kg/m A L H P.E. Total 0.15 3.05 2.60 1800.0 2141.10 2997.54 Kg/m 0.15 3.05 2.60 1800.0 2141.10 2997.54 Kg/m 5995.08 Kg/m 1.67 2997.54 kg kg 2.47 2951.20 Kg/m 2951.20 6.78 B 935.00 Kg/m 935.00 6.78 B METRADO DE CARGAS VIGA VP-03 PORTICO "3" (HABITACIONES) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A A TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Muro en la Viga 2997.54 A A A-B Peso de la Viga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.67m del eje A Puntual a 2.47m del eje B 1.4 Carga Ultima (1.4xWd):
  • 17. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 200.00 550.00 Kg/m 2.35 1.00 300 705.00 Kg/m 935.00 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.30 1800 828.00 Kg/m 2108.00 Kg/m 2951.20 Kg/m A L H P.E. Total 0.15 2.55 2.60 1800.0 1790.10 2506.1 Kg/m 0.15 2.55 2.60 1800.0 1790.10 2506.1 Kg/m 5012.28 Kg/m kg 2506.1 kg 1.83m 1.48m 2951.20 Kg/m 2951.20 4.85 C 935.00 Kg/m 935.00 4.85 C A L H P.E. Total A L H P.E. Total 0.25 1.00 0.25 2400 150.00 Kg/m 2.75 1.00 250.00 687.50 Kg/m 2.35 1.00 300 705.00 Kg/m 1168.75 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2030.00 Kg/m 2842.00 Kg/m A L H P.E. Total 0.15 2.55 1.00 1800.0 688.50 Kg/m 963.90 Kg/m 963.90 Kg 2842.00 Kg/m 2842.00 1.03 VOLADO 1168.75 Kg/m 1168.75 1.03 VOLADO TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B B METRADO DE CARGAS VIGA VP-03 PORTICO "3" (OFICINAS) TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Muro en la Viga Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.83m del eje B Puntual a 1.48m del eje C 1.4 Carga Ultima (1.4xWd): 2506.14 A A A- VOLADO Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Carga Puntual Puntual a 1.025m del eje A 1.4 Carga Ultima (1.4xWd): Muro en la Viga
  • 18. A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 250.00 687.50 Kg/m 2.35 1.00 300 705.00 Kg/m 1168.75 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 1.35 2.80 1800.0 1020.60 1428.84 1428.84 Kg/m kg 2.85m 3052.00 Kg/m 3052.00 6.78 B 1168.75 Kg/m 1168.75 6.78 B A L H P.E. Total A L H P.E. Total 0.25 1.00 0.50 2400 300.00 Kg/m 2.75 1.00 250.00 687.50 Kg/m 2.35 1.00 300 705.00 Kg/m 1168.75 Kg/m 2.75 1.00 100 275.00 Kg/m 0.20 1.00 2.50 1800 900.00 Kg/m 2180.00 Kg/m 3052.00 Kg/m A L H P.E. Total 0.15 2.55 2.80 1800.0 1927.80 Kg 0.15 2.55 2.80 1800.0 1927.80 Kg 2698.92 Kg 1927.80 kg 1.83m 1.48 3052.00 Kg/m 3052.00 4.85 C 1168.75 Kg/m 1168.75 4.85 C 1927.80 TRAMO DETALLE CARGA PERMANENTE (Wd) SOBRECARGAS (Wl) Cargas Distribuidas Carga Puntual Puntual a 2.85m del eje A Puntual a 1.48m del eje C 1.4 Carga Ultima (1.4xWd): 1428.84 A A TRAMO DETALLE CARGA PERMANENTE (Wd) A-B Peso de la Viga Losa Aligerado 1.4 Carga Ultima (1.4xWd): Muro en la Viga Muro en la Viga Carga Puntual kg B B SOBRECARGAS (Wl) Cargas Distribuidas B-C Peso de laViga Losa Aligerado Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd): Puntual a 1.83m del eje B Carga Ultima (1.7xWl): Acabados Carga Ultima (1.4xWd):