calculo de aceros para cisterna propuesta

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tabla de aceros TABLA DE PESOS DE VARILLA PESO METROS TOTAL (mm) VAR Kg/6m Kg/9m Kg/12m (m) (kg) 8 0.395 2.37 3.56 4.74 3678 1452.81 10 0.617 3.70 5.55 7.40 0 12 0.888 5.33 7.99 10.66 0 14 1.208 7.25 10.87 14.50 0 16 1.578 9.47 14.20 18.94 0 18 1.998 11.99 17.98 23.98 0 20 2.466 14.80 22.19 29.59 0 22 2.984 17.90 26.86 35.81 0 25 3.853 23.12 34.68 46.24 0 28 4.834 29.00 43.51 58.01 0 32 6.313 37.88 56.82 75.76 0 TOTAL 1452.81 Mc TIPO No. DIMENSIONES LONG. a b c d g1 g2 Desar. (m) (m) PLINTOS Y CADENAS DE AMARRE 101 C 14 160 1.35 0.20 0.20 1.75 102 C 14 36 1.60 0.20 0.20 2.00 103 O 10 590 0.85 0.20 0.20 1.25 104 I1 12 30 12.00 12.00 COLUMNAS 201 O 10 1272 0.28 0.28 0.37 0.37 0.08 0.08 1.45 202 O 10 636 0.14 0.14 0.37 0.37 0.08 0.08 1.17 203 L 14 96 5.50 0.50 6.00 ETRO (kg/ m) Ø (mm)

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COL Y PLINtabla de acerosTABLA DE PESOS DE VARILLADIMETROPESOMETROSTOTAL(mm)(kg/m)VARKg/6mKg/9mKg/12m(m)(kg)80.3952.373.564.7436781452.81100.6173.705.557.400120.8885.337.9910.660141.2087.2510.8714.500161.5789.4714.2018.940181.99811.9917.9823.980202.46614.8022.1929.590222.98417.9026.8635.810253.85323.1234.6846.240284.83429.0043.5158.010326.31337.8856.8275.760TOTAL1452.81McTIPO(mm)No.DIMENSIONESLONG.LONGabcdg1g2Desar.TOTALELEMENTONoLDESPLANTE(m)(m)(m)#PLINTOS Y CADENAS DE AMARRE101C141601.350.200.201.75280P1108160102C14361.600.200.202.0072P22936103O105900.850.200.201.25738CAD6688.5590104I1123012.0012.00360CAD23.426.95635430COLUMNAS3201O1012720.280.280.370.370.080.081.451,845COL12241.5221516636202O106360.140.140.370.370.080.081.17745COL12141.5111516636203L14965.500.506.00576COL1285.596204L16485.500.506.00288COL1245.54842848RESUMEN DE MATERIALES (mm)8101214161820222528W (kg/m)0.3950.6170.8881.2081.5781.9982.4662.9843.8534.834L(m)3,32836092828800PESO (kg)2053.376319.681121.024454.464Wtot (kg)3,948.54

LOSAStabla de acerosTABLA DE PESOS DE VARILLADIMETROPESOMETROSTOTAL(mm)(kg/m)VARKg/6mKg/9mKg/12m(m)(kg)80.3952.373.564.7436781452.81100.6173.705.557.400120.8885.337.9910.660141.2087.2510.8714.500161.5789.4714.2018.940181.99811.9917.9823.980202.46614.8022.1929.590222.98417.9026.8635.810253.85323.1234.6846.240284.83429.0043.5158.010326.31337.8856.8275.760TOTAL1452.81McTIPO(mm)No.DIMENSIONESLONG.LONGabcdg1g2Desar.TOTAL(m)(m)(m)LOSAS Y VIGAS301O107860.220.220.420.420.080.081.431124302O101950.070.070.720.720.080.081.73338303L1441.450.200.081.727304I11442.252.259305I11422.702.706306I116610.3510.3563307L16128.700.200.088.97108308I116610.8010.8065309L1668.100.200.088.3751310L16611.800.200.0812.0873311L12211.200.200.0811.4723312I11225.805.8012313L12211.500.200.0811.7724314L1228.000.200.088.2717315I11229.109.1019316L1228.200.200.088.4717317L141710.450.200.0810.72183318L14175.150.200.085.4393319L14178.750.200.089.02154320C14419.550.200.209.95408321C14415.150.200.205.55228322C14412.400.200.202.80115323C14341.900.200.202.3079324C14343.300.200.203.70126325C14342.700.200.203.10106326L14123.000.200.083.2840327L14121.900.200.082.1827328L14124.550.200.084.8358329C16369.550.200.209.95359RESUMEN DE MATERIALES (mm)8101214161820222528W (kg/m)0.3950.6170.8881.2081.5781.9982.4662.9843.8534.834L(m)1,4621121,63971900000PESO (kg)902.05499.4561979.9121134.58200000Wtot (kg)4,116.008064.548

pesos volumetricosCARGAS VIVAS RECOMENDADAS EN kg/m2PESOS VOLUMETRICOS DE MATERIALES PARA LA CONSTRUCCIN.Residencias, departamentos, viviendas, cuartos de hotel, etc.150MATERIALESPESO kg/m3Dormitorios de internados, cuarteles, carceles, hospitales y similares.200Chiluca.2300Basalto.2200Areniscas.1800Pisos: en templos, salones de espectaculos en general.350Piedra Braza.1800Recinto.1900Tezontle.1100Gimnacios, arenas, plazas de toros, esradios, salones de baile, pistas de patinar.450Tepetate.1300Concreto Simple.2200Concreto Armado.2400Ladrillo delgado comun.1500Bibliotecas, museos, aulas, baos publicos, restorenes, salas de espera, fumadores, salas de juegos en clubes, casinos, etc.300Ladrillo rojo macizo prensado.1800Ladrillo ligero de cemento macizo.900Bloque hueco de concreto.1200Ladrillo delgado rojo prensado.1800Azulrjo o Loseta.1800Pasillos, rampas, lugares donde puede haber aglomeracion de personas.550Arena y Grava mojaada.1700Mosaico.2000Mortero, cemento y arena.2000Mortero, cal y arena.1500Azoteas.100Mortero de yeso.1500Pino ( ocote )600Garages y estacionamientos de vehiculos.350Encino.950Hierro Fundido.7200Hierro Laminado y Acero.7800PISOS EN LUGARES DE TRABAJO:Tabbique de vidrio.1800Despachos.200Prismaticos.2000Clinicas.250Tierra suelta seca.1200Laboratorios.300Tierra suelta humeda.1300Tierra apretada seca.1400PISOS PARA COMERCIO:Tierra compacta humeda.1600Ligero.350Arena y Grava suelta seca.1600Semipesado.450Arena y Grava compacta y seca.1650Pesado.550PISOS EN FABRICAS O TALLERES:Ligero.400Semipesado.500Pesado.600PISOS EN BODEGAS:Ligero.450Semipesado.450Pesado.650Teatros, pasillos, vestibulos, etc.500Areas con asientos fijos.300Escenarios.750

CISTERNAtabla de acerosTABLA DE PESOS DE VARILLADIMETROPESOMETROSTOTAL(mm)(kg/m)VARKg/6mKg/9mKg/12m(m)(kg)80.3952.373.564.7436781452.81100.6173.705.557.400120.8885.337.9910.660141.2087.2510.8714.500161.5789.4714.2018.940181.99811.9917.9823.980202.46614.8022.1929.590222.98417.9026.8635.810253.85323.1234.6846.240284.83429.0043.5158.010326.31337.8856.8275.760TOTAL1452.81CALCULO PARA CISTERNA DE 10.50 X2.50X2.00 METROSMcTIPO(mm)No.DIMENSIONESLONG.LONGabcdeg1g2Desar.TOTAL(m)(m)(m)LOSA SUPERIOR101121120.102.940.103.14352122910212320.1010.940.1011.143571230LOSA INFERIOR Y PAREDES LATERALES10312320.762.455.582.450.7612.00384123210412160.1010.940.1011.141791215105121700.300.900.301.502551221106121120.152.442.59291122410712561.002.442.942.441.009.825501246ESTRIBOS EN PAREDES197236810810240.902.945.572.5912.00288122410910240.524.905.42131121111010243.572.565.200.6812.01289122411110241.842.093.939512811210480.1010.940.1011.14535124511310480.102.923.0214512121483124RESUMEN DE MATERIALES12 (mm)8101214161820222528123.5833333333W (kg/m)0.3950.6170.8881.2081.5781.9982.4662.9843.8534.834L(m)1,48323680000000PESO (kg)915.0112102.7840000000Wtot (kg)3,017.801212124197

CUARTO BOMBAtabla de acerosTABLA DE PESOS DE VARILLADIMETROPESOMETROSTOTAL(mm)(kg/m)VARKg/6mKg/9mKg/12m(m)(kg)80.3952.373.564.7436781452.81100.6173.705.557.400120.8885.337.9910.660141.2087.2510.8714.500161.5789.4714.2018.940181.99811.9917.9823.980202.46614.8022.1929.590222.98417.9026.8635.810253.85323.1234.6846.240284.83429.0043.5158.010326.31337.8856.8275.760TOTAL1452.81CALCULO PARA CISTERNA DE 10.50 X2.50X2.00 METROSMcTIPO(mm)No.DIMENSIONESLONG.LONGabcdeg1g2Desar.TOTAL(m)(m)(m)MACIZOS201800.211.150.211.571261211202320.210.550.210.9732123COLUMNA20314320.504.054.551461212204101280.080.300.300.300.300.081.361751215205102560.300.900.301.503841232VIGAS Y LOSA206101160.080.450.250.450.250.081.5618112152071450.202.840.203.24171212081430.204.920.205.321612120914100.200.900.201.30131212101460.201.250.201.651012121116120.205.100.205.506612621216120.202.950.203.3541123213144120RESUMEN DE MATERIALES (mm)8101214161820222528W (kg/m)0.3950.6170.8881.2081.5781.9982.4662.9843.8534.834L(m)740020210700000PESO (kg)456.580244.016168.84600000Wtot (kg)869.44

Hoja2MC1MC20.20.18.3230.92.4510.950.22-0.252.945.580.10.220.68755.572.459.410.2-1210.8811.158.76-2.590.70.710.160.020.020.0250.02510.25