COLUMNAS PISO 04COLUMNA C1LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.780.250.40.2782400667.20VIGA24.280.250.250.26752400642.00P. COLUMNAS30.250.250.18752400450.00ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.784.2811.8984
EDILBERTO: EDILBERTO:AREA3504164.44P. ACABADOS2.784.2811.89841001189.84TABIQUERIA MOVIL2.784.2811.89841501784.76PESO TOTAL C18898.249788.0646.214643809548.2730803558COLUMNA C2LARAEVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.230.250.40.2232400535.20VIGA24.280.250.250.26752400642.00P. COLUMNAS30.250.250.18752400450.00ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.234.289.5444
EDILBERTO: EDILBERTO:REA3503340.54P. ACABADOS2.234.289.5444100954.44TABIQUERIA MOVIL2.234.289.54441501431.66PESO TOTAL C27353.849192.37.003657142942.8347638785COLUMNA C4LARAEVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.230.250.40.2232400535.20VIGA22.20.250.250.13752400330.00P. COLUMNAS30.250.250.18752400450.00ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.232.24.906
EDILBERTO: EDILBERTO:REA3501717.10P. ACABADOS2.232.24.906100490.60TABIQUERIA MOVIL2.232.24.906150735.90

PESO TOTAL C44258.806388.26.08449.3096646943NOTA:PARA LOS TRES CASOS, EL PREDIMENSIONAMIENTO DE 25 cm X 25 cm PARA LAS COLUMNAS ES SUFICIENTE PARA CUBRIR LOS REQUERIMIENTOS DE CARGA

COLUMNAS PISO 01COLUMNA C1LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.780.250.40.2782400667.20VIGA24.280.250.250.26752400642.00P. COLUMNAS30.250.250.1875240027144.72ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.784.2811.8984
EDILBERTO: EDILBERTO:AREA3504164.44P. ACABADOS2.784.2811.89841001189.84TABIQUERIA MOVIL2.784.2811.89841501784.76PESO TOTAL C135592.9639152.25624.858575238112.068270089COLUMNA C2LARAEVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.230.250.40.2232400535.20VIGA24.280.250.250.26752400642.00P. COLUMNAS30.250.250.1875240022511.52ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.234.289.5444
EDILBERTO: EDILBERTO:REA3503340.54P. ACABADOS2.234.289.5444100954.44TABIQUERIA MOVIL2.234.289.54441501431.66PESO TOTAL C229415.3636769.228.014628571410.7086909696COLUMNA C4LARAEVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.230.250.40.2232400535.20VIGA22.20.250.250.13752400330.00P. COLUMNAS30.250.250.1875240013226.40ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.232.24.906
EDILBERTO: EDILBERTO:REA3501717.10P. ACABADOS2.232.24.906100490.60TABIQUERIA MOVIL2.232.24.906150735.90

PESO TOTAL C417035.2025552.824.33612.3274161736NOTA:PARA LAS COLUMNAS C1, C3Y C4 SE DIMENSIONA 25 cm X 25 cm, MIENTRAS QUE PARA LA C2 SERA 25 cm X30cm

COLUMNAS PISO 02COLUMNA C1LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.780.250.40.2782400667.20VIGA24.280.250.250.26752400642.00P. COLUMNAS30.250.250.1875240018246.48ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.784.2811.8984
EDILBERTO: EDILBERTO:AREA3504164.44P. ACABADOS2.784.2811.89841001189.84TABIQUERIA MOVIL2.784.2811.89841501784.76PESO TOTAL C126694.7229364.19218.643931428616.0910267853COLUMNA C2LARAEVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.230.250.40.2232400535.20VIGA24.280.250.250.26752400642.00P. COLUMNAS30.250.250.1875240015157.68ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.234.289.5444
EDILBERTO: EDILBERTO:REA3503340.54P. ACABADOS2.234.289.5444100954.44TABIQUERIA MOVIL2.234.289.54441501431.66PESO TOTAL C222061.5227576.921.010971428614.2782546262COLUMNA C4LARAEVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.230.250.40.2232400535.20VIGA22.20.250.250.13752400330.00P. COLUMNAS30.250.250.187524008967.60ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.232.24.906
EDILBERTO: EDILBERTO:REA3501717.10P. ACABADOS2.232.24.906100490.60TABIQUERIA MOVIL2.232.24.906150735.90

PESO TOTAL C412776.4019164.618.25216.4365548981NOTA:PARA LOS TRES CASOS, EL PREDIMENSIONAMIENTO DE 25 cm X 25 cm PARA LAS COLUMNAS ES SUFICIENTE PARA CUBRIR LOS REQUERIMIENTOS DE CARGA

COLUMNAS PISO 03COLUMNA C1LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.780.250.40.2782400667.20VIGA24.280.250.250.26752400642.00P. COLUMNAS30.250.250.187524009348.24ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.784.2811.8984
EDILBERTO: EDILBERTO:AREA3504164.44P. ACABADOS2.784.2811.89841001189.84TABIQUERIA MOVIL2.784.2811.89841501784.76PESO TOTAL C117796.4819576.12812.42928761924.1365401779COLUMNA C2LARAEVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.230.250.40.2232400535.20VIGA24.280.250.250.26752400642.00P. COLUMNAS30.250.250.187524007803.84ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.234.289.5444
EDILBERTO: EDILBERTO:REA3503340.54P. ACABADOS2.234.289.5444100954.44TABIQUERIA MOVIL2.234.289.54441501431.66PESO TOTAL C214707.6818384.614.007314285721.4173819392COLUMNA C4LARAEVOLUMENDENSIDADPESO (Kg)PDh/DVIGA12.230.250.40.2232400535.20VIGA22.20.250.250.13752400330.00P. COLUMNAS30.250.250.187524004708.80ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.232.24.906
EDILBERTO: EDILBERTO:REA3501717.10P. ACABADOS2.232.24.906100490.60TABIQUERIA MOVIL2.232.24.906150735.90

PESO TOTAL C48517.6012776.412.16824.6548323471NOTA:PARA LOS TRES CASOS, EL PREDIMENSIONAMIENTO DE 25 cm X 25 cm PARA LAS COLUMNAS ES SUFICIENTE PARA CUBRIR LOS REQUERIMIENTOS DE CARGA

VIGAS PISO 01METRADO DE CARGAS PARA VIGAS PRIMER PISOVIGA PRINCIPAL 01LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO10.08
FREY: se tiene que restar los anchos de las columnas, para calcular la long. De la viga0.300.501.5124003628.80VIGA SECUNDARIA4.23
FREY: Suma de long. De las vigas en esa columna

0.300.502.53824006091.20ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO1.4110.0814.21283504974.48P. ACABADOS1.4110.0814.21281001421.28TABIQUERIA MVIL1.4110.0814.21281502131.92TOTAL CARGA MUERTA Kg18247.681810.29 C.MSOBRECARGAS Kg1.4110.0814.21282002842.56282C.VTOTAL CARGA Kg30379.10CARGA LTIMA Kg/ml3013.80

VIGA PRINCIPAL 02LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO10.080.450.150.6824001632.96VIGA SECUNDARIA8.580.450.152.316624005559.84ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.8610.0828.828835010090.08P. ACABADOS2.8610.0828.82881002882.88TABIQUERIA MVIL2.8610.0828.82881504324.32TOTAL CARGA MUERTA Kg24490.082429.57 C.MSOBRECARGAS Kg2.8610.0828.82882005765.76572C.VTOTAL CARGA Kg44087.90CARGA LTIMA Kg/ml4373.80VIGA PRINCIPAL 03LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO12.730.450.150.8624002062.26VIGA SECUNDARIA8.70.450.152.34924005637.60ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.912.7336.91735012920.95P. ACABADOS2.912.7336.9171003691.70TABIQUERIA MVIL2.912.7336.9171505537.55TOTAL CARGA MUERTA Kg29850.062344.86C.MSOBRECARGAS Kg2.912.7336.9172007383.40580C.VTOTAL CARGA Kg54341.86CARGA LTIMA Kg/ml4268.80VIGA PRINCIPAL 04LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO12.730.450.150.8624002062.26VIGA SECUNDARIA8.70.450.152.34924005637.60ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.912.7336.91735012920.95P. ACABADOS2.912.7336.9171003691.70TABIQUERIA MVIL2.912.7336.9171505537.55TOTAL CARGA MUERTA Kg29850.062344.86C.MSOBRECARGAS Kg2.912.7336.9172007383.40580C.VTOTAL CARGA Kg54341.86CARGA LTIMA Kg/ml4268.80VIGA PRINCIPAL 05LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO12.730.450.150.8624002062.26VIGA SECUNDARIA8.70.450.152.34924005637.60ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.912.7336.91735012920.95P. ACABADOS2.912.7336.9171003691.70TABIQUERIA MVIL2.912.7336.9171505537.55TOTAL CARGA MUERTA Kg29850.062344.86C.MSOBRECARGAS Kg2.912.7336.9172007383.40580C.VTOTAL CARGA Kg54341.86CARGA LTIMA Kg/ml4268.80VIGA PRINCIPAL 06LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO12.730.450.150.8624002062.26VIGA SECUNDARIA8.70.450.152.34924005637.60ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.912.7336.91735012920.95P. ACABADOS2.912.7336.9171003691.70TABIQUERIA MVIL2.912.7336.9171505537.55TOTAL CARGA MUERTA Kg29850.062344.86C.MSOBRECARGAS Kg2.912.7336.9172007383.40580C.VTOTAL CARGA Kg54341.86CARGA LTIMA Kg/ml4268.80VIGA PRINCIPAL 07LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO12.730.450.150.8624002062.26VIGA SECUNDARIA8.70.450.152.34924005637.60ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.912.7336.91735012920.95P. ACABADOS2.912.7336.9171003691.70TABIQUERIA MVIL2.912.7336.9171505537.55TOTAL CARGA MUERTA Kg29850.062344.86C.MSOBRECARGAS Kg2.912.7336.9172007383.40580C.VTOTAL CARGA Kg54341.86CARGA LTIMA Kg/ml4268.80VIGA PRINCIPAL 08LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO12.730.450.150.8624002062.26VIGA SECUNDARIA8.70.450.152.34924005637.60ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO2.912.7336.91735012920.95P. ACABADOS2.912.7336.9171003691.70TABIQUERIA MVIL2.912.7336.9171505537.55TOTAL CARGA MUERTA Kg29850.062344.86C.MSOBRECARGAS Kg2.912.7336.9172007383.40580C.VTOTAL CARGA Kg54341.86CARGA LTIMA Kg/ml4268.80VIGA PRINCIPAL 09LARGOANCHOESPESORVOLUMENDENSIDADPESO (Kg)PESO PROPIO10.080.300.501.5124003628.80VIGA SECUNDARIA4.230.300.502.53824006091.20ANCHOLARGOREAPESO m2PESO (Kg)ALIGERADO1.4110.0814.21283504974.48P. ACABADOS1.4110.0814.21281001421.28TABIQUERIA MVIL1.4110.0814.21281502131.92TOTAL CARGA MUERTA Kg18247.681810.29C.MSOBRECARGAS Kg1.4110.0814.21282002842.56282C.VTOTAL CARGA Kg30379.10CARGA LTIMA Kg/ml3013.80

VIGAS PISO 02

METRADO DE CARGAS PARA VIGAS SEGUNDO PISOVIGA PRINCIPAL 0101LARGOANCHOESPESORVOLUMENPESO PROPIO100.250.41.0024002400.00VIGA SECUNDARIA4.280.250.251.0724002568.00ALIGERADO4.281042.835014980.00P. ACABADOS4.281042.81004280.00TABIQUERIA MVIL4.281042.81506420.00TOTAL CARGA MUERTA Kg30648.00SOBRECARGAS Kg4.281042.81004280.00TOTAL CARGA Kg50183.20CARGA LTIMA Kg/ml5018.32

VIGA PRINCIPAL 0102LARGOANCHOESPESORVOLUMENPESO PROPIO100.250.41.0024002400.00VIGA SECUNDARIA2.20.250.250.5524001320.00ALIGERADO2.210223507700.00P. ACABADOS2.210221002200.00TABIQUERIA MVIL2.210221503300.00TOTAL CARGA MUERTA Kg16920.00SOBRECARGAS Kg2.210221002200.00TOTAL CARGA Kg27428.00CARGA LTIMA Kg/ml2742.80VIGA PRINCIPAL 0103LARGOANCHOESPESORVOLUMENPESO PROPIO100.250.41.0024002400.00VIGA SECUNDARIA1.630.250.250.40752400978.00ALIGERADO1.631016.33505705.00P. ACABADOS1.631016.31001630.00TABIQUERIA MVIL1.631016.31502445.00TOTAL CARGA MUERTA Kg13158.00SOBRECARGAS Kg1.631016.31001630.00TOTAL CARGA Kg21192.20CARGA LTIMA Kg/ml2119.22

PESO POR PISOPESO DE COLUMNAS C1, C3 Y C430.250.252400450PESO DE COLUMNAS C230.30.252400540PESO DE VIGA SECUNDARIA200.250.2524003000

CALCULO DE PESOS POR PISO PARA CORTANTES EL PISO 01PESO UNITARIONMEROPESO TOTALVIGA PRINCIPAL 1013628.80414515.2VIGA PRINCIPAL 1021632.9611632.96VIGA PRINCIPAL 1032062.2612062.26VIGAS SECUNDARIAS 1013000.00412000PESO ALIGERADO m235020070000P. ACABADOS10020020000P. TABIQUERIA MVIL15020030000PESO MEDIA COLUMNAS C1, C3 Y C4450125400PESO COLUMNAS C254084320PESO P1 Kg159930.42PESO P1 Ton.159.93042CALCULO DE PESOS POR PISO PARA CORTANTES EL PISO 02CUADRO PARA CORTANTESPESO UNITARIONMEROPESO TOTALVIGA PRINCIPAL 1013628.80414515.2PISOPESOALTURAP*hFACTORVIGA PRINCIPAL 1021632.9611632.961634.8631904.585040.572VIGA PRINCIPAL 1032062.2612062.262474.9331424.793780.428VIGAS SECUNDARIAS 1013000.004120003315.003945.002520.284PESO ALIGERADO m2350200700004155.073465.211260.140P. ACABADOS100200200001109.792943329.378821P. TABIQUERIA MVIL15020030000PESO MEDIA COLUMNAS C1, C3 Y C4450125400PESO COLUMNAS C254084320PESO P2 Kg159930.42PESO P2 Ton.159.93042

CALCULO DE PESOS POR PISO PARA CORTANTES EL PISO 03PESO UNITARIONMEROPESO TOTALVIGA PRINCIPAL 1013628.80414515.2VIGA PRINCIPAL 1021632.9611632.96VIGA PRINCIPAL 1032062.2612062.26VIGAS SECUNDARIAS 1013000.00412000PESO ALIGERADO m235020070000P. ACABADOS10020020000P. TABIQUERIA MVIL15020030000PESO MEDIA COLUMNAS C1, C3 Y C4450125400PESO COLUMNAS C254084320PESO P2 Kg159930.42PESO P2 Ton.159.93042

CALCULO DE PESOS POR PISO PARA CORTANTES EL PISO 04PESO UNITARIONMEROPESO TOTALVIGA PRINCIPAL 1013628.80414515.2VIGA PRINCIPAL 1021632.9611632.96VIGA PRINCIPAL 1032062.2612062.26VIGAS SECUNDARIAS 1013000.00412000PESO ALIGERADO m235020070000P. ACABADOS10020020000P. TABIQUERIA MVIL15020030000PESO MEDIA COLUMNAS C1, C3 Y C4225122700PESO MEDIA COLUMNAS C227082160PESO P2 Kg155070.42PESO P2 Ton.155.07042

PESO POR PISOSPISOPESO (Ton)PISO 01634.86PISO 02474.93PISO 03315.00PISO 04155.07

centro de masaCALCULO DEL CENTRO DE MASA PRIMER PISOCOORDENADASELEMENTOAREA O VOLUMEN (m3, m2)PESOXYPXPYAnchoLargoAlturaAREA DE VANOS = volumen/reaCOLUMNASC10.250.330.0000.22524005400.12509.850067.505319.00C20.250.330.0000.22524005404.27509.85002308.505319.00C30.250.330.0000.22524005408.67509.85004684.505319.00C40.250.330.0000.225240054012.42509.85006709.505319.00C50.250.330.0000.225240054016.92509.85009139.505319.00C60.250.2530.0000.188240045019.87509.87508943.754443.75C70.250.2530.0000.18824004500.12505.725056.252576.25C80.250.2530.0000.18824004504.27505.72501923.752576.25C90.250.2530.0000.18824004508.67505.72503903.752576.25C100.250.2530.0000.188240045012.42505.80505591.252612.25C110.250.2530.0000.188240045016.92507.00507616.253152.25C120.250.2530.0000.188240045019.87507.00508943.753152.25C130.250.2530.0000.18824004500.12504.275056.251923.75C140.250.2530.0000.18824004504.27504.27501923.751923.75C150.250.2530.0000.18824004508.67504.27503903.751923.75C160.250.2530.0000.188240045012.42504.20505591.251892.25C170.250.2530.0000.188240045016.92503.00507616.251352.25C180.250.2530.0000.188240045019.87503.00508943.751352.25C190.250.330.0000.22524005400.12500.150067.5081.00C200.250.330.0000.22524005404.27500.15002308.5081.000.0750C210.250.330.0000.22524005408.67500.15004684.5081.000.0625C220.250.330.0000.225240054012.42500.15006709.5081.00C230.250.330.0000.225240054016.92500.15009139.5081.00C240.250.2530.0000.188240045019.87500.15008943.7567.50ALIGERADOANCHOLARGOREA DE COLUMNA -AREA DE VANOS / +VOLADIZOAT12.202.230.0751.2906.1214502754.450.12509.8500344.3127131.33AT24.282.230.0750.0009.4694504261.234.27509.850018216.7641973.12AT34.082.230.075-0.3158.7084503918.788.67509.850033995.4238599.98AT44.132.190.075-0.4838.4874503819.01512.42509.850047451.2637617.30AT53.731.590.0750.0005.8564502635.06516.92509.850044598.4825955.39AT61.601.590.06250.0002.4824501116.67519.87509.875022193.9211027.17AT72.782.200.06252.4808.5344503840.0750.12505.7250480.0121984.43AT84.282.780.06250.00011.8364505326.1554.27505.725022769.3130492.24AT94.082.780.0625-3.5537.7274503477.338.67505.725030165.8419907.71AT104.132.810.0625-0.92710.6164504777.1112.42505.805059355.5927731.12AT113.733.410.0625-3.9248.7334503929.7616.92507.005066511.1927527.97AT121.603.410.0625-0.5404.8544502184.07519.87507.005043408.4915299.45AT132.202.780.06252.4808.5344503840.0750.12504.2750480.0116416.32AT144.282.780.0625-1.05610.7804504850.9554.27504.275020737.8320737.83AT154.082.780.0625-6.3494.9314502219.138.67504.275019250.959486.78AT164.132.810.0625-0.92710.6164504777.1112.42504.205059355.5920087.75AT173.133.440.0625-3.9246.7814503051.31516.92503.005051643.519169.20AT181.603.440.0625-0.5404.9024502205.67519.87503.005043837.796628.05AT192.202.230.0751.2906.1214502754.450.12500.1500344.31413.17AT204.282.230.0750.0009.4694504261.234.27500.150018216.76639.18AT214.082.230.075-3.5705.4534502454.038.67500.150021288.71368.10AT224.132.190.075-0.9188.0524503623.26512.42500.150045019.07543.49AT233.631.560.0750.0005.5884502514.5116.92500.150042558.08377.18AT241.601.560.06250.0002.4344501095.07519.87500.150021764.62164.26TABIQUERIAANCHOLARGOREA DE COLUMNA -AREA DE VANOS / 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