metrado de cargas
DESCRIPTION
mTRANSCRIPT
Hoja11VIGAS
VIGAS PRINCIPALESNIVELEJEEntreBH L PePesoTOTAL(m)(m)(m)(Kg/m3)(Kg)(Kg)11A-B0.250.452.102400.00567.001B-D0.250.454.502400.001215.002A-B0.250.452.102400.00567.002B-C0.250.451.002400.00270.002C-D0.250.453.252400.00877.503A-C0.250.453.502400.00945.003C-D0.250.453.402400.00918.004C-D0.250.453.402400.00918.005A-C0.250.453.502400.00945.00A1@[email protected]@[email protected]@[email protected]@[email protected]@40.250.502.152400.00645.0016069.5021A-B0.250.452.102400.00567.001B-D0.250.454.502400.001215.002A-B0.250.452.102400.00567.002B-C0.250.451.002400.00270.002C-D0.250.453.252400.00877.503A-C0.250.453.502400.00945.003C-D0.250.453.402400.00918.004C-D0.250.453.402400.00918.005A-C0.250.453.502400.00945.00A1@[email protected]@[email protected]@[email protected]@[email protected]@40.250.502.152400.00645.0016069.5031A-B0.250.452.102400.00567.001B-D0.250.454.502400.001215.002A-B0.250.452.102400.00567.002B-C0.250.451.002400.00270.002C-D0.250.453.252400.00877.503A-C0.250.453.502400.00945.003C-D0.250.453.402400.00918.004C-D0.250.453.402400.00918.005A-C0.250.453.502400.00945.003A1@[email protected]@[email protected]@[email protected]@[email protected]@40.250.502.152400.00645.0016069.5041A-B0.250.452.102400.00567.001B-D0.250.454.502400.001215.002A-B0.250.452.102400.00567.002B-C0.250.451.002400.00270.002C-D0.250.453.252400.00877.503A-C0.250.453.502400.00945.003C-D0.250.453.402400.00918.004C-D0.250.453.402400.00918.005A-C0.250.453.502400.00945.00A1@[email protected]@[email protected]@[email protected]@[email protected]@40.250.502.152400.00645.0016069.5051A-B0.250.452.102400.00567.001B-D0.250.454.502400.001215.002A-B0.250.452.102400.00567.002B-C0.250.451.002400.00270.002C-D0.250.453.252400.00877.503A-C0.250.453.502400.00945.003C-D0.250.453.402400.00918.004C-D0.250.453.402400.00918.005A-C0.250.453.502400.00945.00A1@[email protected]@[email protected]@[email protected]@[email protected]@40.250.502.152400.00645.0016069.50
VIGAS SECUNDARIASNIVELEJEEntreBH L PePesoTOTAL(m)(m)(m)(Kg/m3)(Kg)(Kg)1HORIZONTALA-B0.250.202.102400.00252.00VERTICAL2@30.250.202.422400.00290.40542.402HORIZONTALA-B0.250.202.102400.00252.00VERTICAL2@30.250.202.422400.00290.40542.403HORIZONTALA-B0.250.202.102400.00252.00VERTICAL2@30.250.202.422400.00290.40542.404HORIZONTALA-B0.250.202.102400.00252.00VERTICAL2@30.250.202.422400.00290.40542.405HORIZONTALA-B0.250.202.102400.00252.00VERTICAL2@30.250.202.422400.00290.40542.40
VIGAS VOLADOSNIVELEJEEntreBH L PePesoTOTAL(m)(m)(m)(Kg/m3)(Kg)(Kg)1VBB-D0.250.205.302400.00636.002VBB-D0.250.205.302400.00636.003VBB-D0.250.205.302400.00636.004VBB-D0.250.205.302400.00636.005VBB-D0.250.205.302400.00636.003180.00
2COLUMNASNIVELN ColBH reaAltura HiPesoTOTAL(m)(m)(m2)(m)(Kg/m3)(Kg)(Kg)1C-10.250.250.063.252400.00487.50C-20.250.350.093.252400.00682.505850.002C-10.250.250.062.602400.00390.00C-20.250.350.092.602400.00546.004680.003C-10.250.250.062.602400.00390.00C-20.250.350.092.602400.00546.004680.004C-10.250.250.062.602400.00390.00C-20.250.350.092.602400.00546.004680.005C-10.250.250.062.602400.00390.00C-20.250.350.092.602400.00546.004680.00
3LOSA ALIGERADA
LOSA ALIGERADANIVELt Peso Losarea techadaPesoTOTAL(cm)(Kg/m2)(m2)(Kg)(Kg)10.20300.0093.1027930.0020.20300.0093.1027930.0030.20300.0093.1027930.0040.20300.0093.1027930.0050.20300.0093.1027930.00139650.00
4ACABADOS
ACABADOSNIVELrea techadaPeso acabPesoTOTAL(m2)(Kg/m2)(Kg)(Kg)193.10100.009310.00293.10100.009310.00393.10100.009310.00493.10100.009310.00593.10100.009310.0046550.00
5Tabiqueria mvil
Tabique mvilNIVELrea techadaPeso acabPesoTOTAL(m2)(Kg/m2)(Kg)(Kg)193.10100.009310.00293.10100.009310.00393.10100.009310.00493.10100.009310.00593.10100.009310.0046550.00
6Sobre Carga (Live)S/CNIVELrea techadaPeso acabPeso%TOTAL(m2)(Kg/m2)(Kg)de CV(Kg)193.10200.0018620.000.254655.00293.10200.0018620.000.254655.00393.10200.0018620.000.254655.00493.10200.0018620.000.254655.00593.10100.009310.000.252327.50
7MUROS NO PORTANTES X-X NIVELMuroLongitudEspesorAltura PesoTOTALL(m)t(m)Hi(m)(Kg/m3)(Kg)(Kg)11X2.100.133.251800.001597.052X4.500.133.251800.003422.253X2.100.133.251800.001597.054X1.000.133.251800.00760.505X3.250.133.251800.002471.639848.4822X3.400.132.601800.002068.563X3.400.132.601800.002068.564X3.500.132.601800.002129.405X5.250.132.601800.003194.106X3.250.132.601800.001977.307X5.250.132.601800.003194.108X2.420.132.601800.001472.339X2.150.132.601800.001308.0617412.4132X3.400.132.601800.002068.563X3.400.132.601800.002068.564X3.500.132.601800.002129.405X5.250.132.601800.003194.106X3.250.132.601800.001977.307X5.250.132.601800.003194.108X2.420.132.601800.001472.339X2.150.132.601800.001308.0617412.4142X3.400.132.601800.002068.563X3.400.132.601800.002068.564X3.500.132.601800.002129.405X5.250.132.601800.003194.106X3.250.132.601800.001977.307X5.250.132.601800.003194.108X2.420.132.601800.001472.339X2.150.132.601800.001308.0617412.4152X3.400.132.601800.002068.563X3.400.132.601800.002068.564X3.500.132.601800.002129.405X5.250.132.601800.003194.106X3.250.132.601800.001977.307X5.250.132.601800.003194.108X2.420.132.601800.001472.339X2.150.132.601800.001308.0617412.41
8MUROS PORTANTES Y-Y
NIVELMuroLongitudEspesorAltura PesoTOTALL(m)t(m)Hi(m)(Kg/m3)(Kg)(Kg)11Y5.250.003.251800.000.002Y2.420.003.251800.000.003Y2.150.133.251800.001635.084Y3.00t(m)3.251800.0017550.005Y2.150.003.251800.000.006Y1.520.133.251800.001155.967Y1.67t(m)3.251800.009769.508Y5.250.133.251800.003992.639Y2.420.133.251800.001840.4135943.5721Y5.250.132.601800.003194.102Y2.420.132.601800.001472.333Y2.150.132.601800.001308.064Y3.000.132.601800.001825.205Y2.150.132.601800.001308.066Y1.520.132.601800.00924.777Y1.670.132.601800.001016.038Y5.250.132.601800.003194.109Y2.420.132.601800.001472.3310Y3.320.132.601800.002021.9211Y3.510.132.601800.002135.7712Y3.700.132.601800.004680.0013Y3.880.132.601800.004680.0014Y4.070.132.601800.004680.0015Y4.260.132.601800.004680.00144185.8631Y5.250.132.601800.003194.102Y2.420.132.601800.001472.333Y2.150.132.601800.001308.064Y3.000.132.601800.001825.205Y2.150.132.601800.001308.066Y1.520.132.601800.00924.777Y1.670.132.601800.001016.038Y5.250.132.601800.003194.109Y2.420.132.601800.001472.3310Y3.320.132.601800.002021.9211Y3.510.132.601800.002135.7712Y3.700.132.601800.004680.0013Y3.880.132.601800.004680.0014Y4.070.132.601800.004680.0015Y4.260.132.601800.004680.00149261.7741Y5.25t(m)2.601800.0024570.002Y2.42t(m)2.601800.0011325.603Y2.15t(m)2.601800.0010062.004Y3.00t(m)2.601800.0014040.005Y2.15t(m)2.601800.0010062.006Y1.52t(m)2.601800.007113.607Y1.67t(m)2.601800.007815.608Y5.250.132.601800.003194.109Y2.420.132.601800.001472.3310Y3.320.132.601800.002021.9211Y3.510.132.601800.002135.7712Y3.700.132.601800.004680.0013Y3.880.132.601800.004680.0014Y4.070.132.601800.004680.0015Y4.260.132.601800.004680.00228442.2051Y5.250.132.601800.003194.102Y2.420.132.601800.001472.333Y2.150.132.601800.001308.064Y3.000.132.601800.001825.205Y2.150.132.601800.001308.066Y1.520.132.601800.00924.777Y1.670.132.601800.001016.038Y5.250.132.601800.003194.109Y2.420.132.601800.001472.3310Y3.320.132.601800.002021.9211Y3.510.132.601800.002135.7712Y3.700.132.601800.004680.0013Y3.880.132.601800.004680.0014Y4.070.132.601800.004680.0015Y4.260.132.601800.004680.00234143.94
9CLCULO DEL PESO TOTAL DEL EDIFICIO
ELEMENTO ESTRUCTURALUNIDADNIVELTOTAL12345CM+25%CVVIGAS PRINCIPALESKg16069.5016069.5016069.5016069.5016069.5080347.50VIGAS SECUNDARIASKg542.40542.40542.40542.40542.402712.00VIGAS VOLADOSKg636.00636.00636.00636.00636.003180.00COLUMNASKg5850.004680.004680.004680.004680.0024570.00LOSA ALIGERADA Kg27930.0027930.0027930.0027930.0027930.00139650.00ACABADOSKg9310.009310.009310.009310.009310.0046550.00TABIQUERIA MOVILKg9310.009310.009310.009310.009310.0046550.00MUROS NO PORTANTESKg9848.4817412.4117412.4117412.4117412.4179498.11MUROS PORTANTESKg35943.57144185.86149261.77228442.20234143.94791977.34SOBRECARGA 25%Kg4655.004655.004655.004655.002327.5020947.50PESO POR NIVELKg120094.95234731.17239807.08318987.51322361.751235982.45
&16&KFF0000METRADO DE CARGAS