01 a 10 fundPLANILLA DE COLUMNASCALCULADO POR:OBRA:PROPIETARIO:LOCAL COMERCIALAlberto Esteban BUSPARAMETROS DE CALCULONHORMIGONACEROSUELO :COLORADOOEtipoH - 13bCN130 Kg/cm2tipoADN 420bs4200 Kg/cm2st1.8 Kg/cm2SPOSICIONTRAMOcargas en Tnhcalc.SECCIN HORMIGONSECCIN ACEROestriboscoeficientesvol HOBSERVACIONESp ppioNSEOtot tramopiso supTOTALmdx cmdy cmA cm2As cm2f mmcant.f mmsep cml exist.nmxmymd'/dC01PB0.26----0.2613.8514.111.4530257508.0416461845.00.11C02PB0.15----0.1516.6816.831.0025256258.0416461845.00.06C03PB0.15----0.158.228.371.0025256258.0416461845.00.06C04PB0.31----0.3125.5425.851.304025100012.11666180.13C05PB0.14----0.1428.9829.120.9025256258.041646180.06C06PB0.17----0.1715.0115.180.9530257508.041646180.07C07PB0.31----0.3125.5425.851.3040251000121666180.13C08PB0.14----0.1428.9829.120.9025256258.041646180.06C09PB0.17----0.1715.0115.180.9530257508.041646180.07C10PB0.47----0.4727.7028.171.30503015008.041646180.20Total vol H0.94

&F&A

01 a 10 PBPLANILLA DE COLUMNASCALCULADO POR:OBRA:PROPIETARIO:LOCAL COMERCIALAlberto Esteban BUSPARAMETROS DE CALCULONHORMIGONACEROSUELO :COLORADOOEtipoH - 13bCN130 Kg/cm2tipoADN 420bs4200 Kg/cm2st1.8 Kg/cm2SPOSICIONTRAMOcargas en Tnhcalc.SECCIN HORMIGONSECCIN ACEROestriboscoeficientesvol HOBSERVACIONESp ppioNSEOtot tramopiso supTOTALmdx cmdy cmA cm2As cm2f mmcant.f mmsep cml exist.nmxmymd'/dC01PB0.920.001.688.700.0011.302.5513.855.1030257508.0416461854.40.170.090.040.320.100.38ARMADO S/PLANO610.9213.8512.93C02PB0.770.003.501.178.7014.142.5516.685.1025256258.0416461857.20.250.060.070.270.100.32ARMADO S/PLANOS520.7716.6815.92C03PB0.770.003.740.001.175.682.558.225.1025256258.0416461857.20.120.060.060.240.100.32ARMADO S/PLANOS530.778.227.46C04PB0.923.152.8816.040.0022.992.5525.545.10302575016.0816861854.40.320.180.000.340.100.38ARMADO S/PLANOS640.9225.5424.62C05PB0.775.254.380.0016.0426.442.5528.985.1025256258.0416461857.00.430.100.000.250.100.32ARMADO S/PLANOS550.7728.9828.22C06PB0.776.245.460.000.0012.472.5515.015.1025256258.0416461869.00.230.140.000.150.100.32ARMADO S/PLANOS560.7715.0114.25C07PB0.922.883.1516.040.0022.992.5525.545.10302575016.0816861854.40.320.180.000.340.100.38ARMADO S/PLANOS670.9225.5424.62C08PB0.774.385.250.0016.0426.442.5528.985.1025256258.0416461857.00.430.100.000.250.100.32ARMADO S/PLANOS580.7728.9828.22C09PB0.775.466.240.000.0012.472.5515.015.1025256258.0416461869.00.230.140.000.150.100.32ARMADO S/PLANOS590.7715.0114.25C10PB1.101.686.8715.500.0025.152.5527.705.10303090016.0816861850.40.290.140.030.590.100.46ARMADO S/PLANOS7.2101.1027.7026.60Total vol H3.52

&F&A

01 a 10 PAPLANILLA DE COLUMNASCALCULADO POR:OBRA:PROPIETARIO:LOCAL COMERCIALAlberto Esteban BUSPARAMETROS DE CALCULONHORMIGONACEROSUELO :COLORADOOEtipoH - 13bCN130 Kg/cm2tipoADN 420bs4200 Kg/cm2st1.8 Kg/cm2SPOSICIONTRAMOcargas en Tnhcalc.SECCIN HORMIGONSECCIN ACEROestriboscoeficientesvol HOBSERVACIONESp ppioNSEOtot tramopiso supTOTALmdx cmdy cmA cm2As cm2f mmcant.f mmsep cml exist.nmxmymd'/dC01PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C02PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C03PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C04PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C05PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C06PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C07PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C08PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C09PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C10PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12Total vol H1.24

&F&A

11 a 17 fundPLANILLA DE COLUMNASCALCULADO POR:OBRA:PROPIETARIO:LOCAL COMERCIALAlberto Esteban BUSPARAMETROS DE CALCULONHORMIGONACEROSUELO :COLORADOOEtipoH - 13bCN130 Kg/cm2tipoADN 420bs4200 Kg/cm2st1.8 Kg/cm2SPOSICIONTRAMOcargas en Tnhcalc.SECCIN HORMIGONSECCIN ACEROestriboscoeficientesvol HOBSERVACIONESp ppioNSEOtot tramopiso supTOTALmdx cmdy cmA cm2As cm2f mmcant.f mmsep cml exist.nmxmymd'/dC11PB0.14----0.1431.9132.050.90252562517.112 168 46180.06C12PB0.14----0.1411.9612.110.9525256256.781266140.06C13PB0.15----0.1519.2519.401.0025256258.041646180.06C14PB0.14----0.1410.8711.020.9525256258.041646140.06C15PB0.49----0.4923.9524.431.004545202516.11686180.20C16PB0.17----0.1714.2814.450.95302575081646180.07C17PB0.14----0.149.729.870.95252562512.612 164 46.014.00.06Total vol H0.57

&F&A

11 a 17 PBPLANILLA DE COLUMNASCALCULADO POR:OBRA:PROPIETARIO:LOCAL COMERCIALAlberto Esteban BUSPARAMETROS DE CALCULONHORMIGONACEROSUELO :COLORADOOEtipoH - 13bCN130 Kg/cm2tipoADN 420bs4200 Kg/cm2st1.8 Kg/cm2SPOSICIONTRAMOcargas en Tnhcalc.SECCIN HORMIGONSECCIN ACEROestriboscoeficientesvol HOBSERVACIONESp ppioNSEOtot tramopiso supTOTALmdx cmdy cmA cm2As cm2f mmcant.f mmsep cml exist.nmxmymd'/dC11PB0.773.509.600.0015.5029.372.5531.915.10252562517.112 168 461454.40.480.100.101.060.100.32ARMADO S/PLANOS5110.7731.9131.15C12PB0.773.744.910.000.009.422.5511.965.1025256259.0512861469.10.180.090.030.260.100.32ARMADO S/PLANOS5120.7711.9611.20C13PB0.779.606.340.000.0016.712.5519.255.1025256258.0416461869.10.290.050.040.010.100.32ARMADO S/PLANOS5130.7719.2518.49C14PB0.774.912.650.000.008.332.5510.875.1025256258.0416461869.10.160.090.040.290.100.32ARMADO S/PLANOS5140.7710.8710.11C15PB1.546.344.042.616.8721.402.5523.955.1040125716.116861846.80.170.100.000.400.100.64ARMADO S/PLANOS10.05312151.5423.9522.41C16PB0.774.314.050.002.6111.742.5514.285.1025256258.0416461857.20.210.130.000.140.100.32ARMADO S/PLANOS5160.7714.2813.52C17PB0.772.370.000.004.047.182.559.725.10252562512.612 164 461457.00.150.100.120.740.100.32ARMADO S/PLANOS5170.779.728.96Total vol H2.55

&F&A

11 a 17 PAPLANILLA DE COLUMNASCALCULADO POR:OBRA:PROPIETARIO:LOCAL COMERCIALAlberto Esteban BUSPARAMETROS DE CALCULONHORMIGONACEROSUELO :COLORADOOEtipoH - 13bCN130 Kg/cm2tipoADN 420bs4200 Kg/cm2st1.8 Kg/cm2SPOSICIONTRAMOcargas en Tnhcalc.SECCIN HORMIGONSECCIN ACEROestriboscoeficientesvol HOBSERVACIONESp ppioNSEOtot tramopiso supTOTALmdx cmdy cmA cm2As cm2f mmcant.f mmsep cml exist.nmxmymd'/dC11PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C12PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C13PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C14PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C15PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C16PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12C17PA0.300.000.000.000.000.302.252.553.1020204004.521246140.12Total vol H0.87

&F&A

Materiales en columnasCOMPUTO DE HORMIGONELEMENTOSPOR M3M3 H A CUBRIRTOTAL matCANTIDAD TOTAL A PEDIRCEMENTO Kg35000.0BOLSASARENA m30.660.0000.0M3PIEDRA m30.66000.0M3Javier DUARTE.-

&F&A

MBD000443A6.unknown

MBD000CB03D.unknown

MBD000ED565.unknown

MBD000C3A28.unknown

MBD000C8175.unknown

MBD0001C052.unknown