ACERO

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cálculo de áreas de acero

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Acero

f'c =280 kg/cm2f'c =210 kg/cm2f'c =175 kg/cm2fy =4200 kg/cm2fy =4200 kg/cm2fy =4200 kg/cm2NDimetroPermetroPesoREA (cm) segn nmero de barrasb =0.0289b =0.0216b =0.0180cmcmKg/mlBarra (kg)1234566 mm0.6001.8800.221.980.280.570.851.131.411.70KuKuKu21/4"0.6352.0000.252.250.320.630.951.271.581.908 mm0.8002.5100.43.600.501.001.512.012.513.010.021666.040233/8"0.9533.0000.585.220.711.432.142.853.564.280.021465.571912 mm1.2003.7700.898.011.132.263.394.525.656.780.021265.100941/2"1.2704.0001.029.181.272.533.805.066.337.600.021064.627255/8"1.5875.0001.614.401.983.955.937.919.8911.860.020864.150963/4"1.9056.0002.2620.342.855.708.5511.4014.2417.090.020663.671981"2.5408.0004.0436.365.0610.1315.1920.2625.3230.390.020463.19021113/8"3.58111.2007.971.1010.0720.1330.2040.2750.3360.400.020262.70580.020062.21880.019861.7291Prticos TransversalesAULAS NSPrticos LongitudinalesAULAS NS0.019661.23676.960.019460.7416EJE A-AEJE 2-2, 4-40.019260.24393 Piso3.352.0Asmn =0.0033*b*db =253 Piso3.654.54.523.79Asmn =0.0033*b*db =250.019059.74352.170.99As =3.80 cm2d =462.423.643.722.39As =3.80 cm2d =460.018859.24040.00330.018658.73462 Piso3.882.281.060.00276026222 Piso6.178.028.058.310.018458.22622.531.130.854.5266.344.520.018257.71500.018057.20121 Piso3.872.851.631 Piso8.2411.9712.198.310.017856.68482.531.411.636.919.8710.436.610.017656.16568.659.086.610.017455.64380.017255.1193EJE B-B6.9610.920.017054.59213 Piso6.934.52Asmn =0.0033*b*db =309.650.016854.06223.32.5As =3.47 cm2d =350.016653.52974.670.016452.99452 Piso8.077.515.80.016252.45660.016249.53014.924.920.016051.91600.016049.06140.015851.37280.015848.58911 Piso8.097.735.79Asmn =0.0033*b*db =306.960.015650.82690.015648.11324.924.92As =5.05 cm2d =510.015450.27830.015447.63370.015249.72700.015247.15070.015049.17310.015046.6641EJE C-C0.014848.61650.014846.17393 Piso6.293.77Asmn =0.0033*b*db =250.014648.05720.014645.68022.982.03As =3.80 cm2d =465.220.014447.49520.014445.18290.014246.93050.014244.68202 Piso9.054.371.720.014046.36320.014044.17764.522.840.940.013845.79320.013843.66960.013645.22050.013643.15801 Piso9.024.611.91Asmn =0.0033*b*db =259.650.013444.64520.013442.64290.013441.04114.512.991.46As =3.80 cm2d =460.013244.06710.013242.12420.013240.56980.013043.48640.013041.60190.013040.09430.012842.90310.012841.07610.012839.61450.012642.31700.012640.54670.012639.13040.012441.72830.012440.01370.012438.64200.012241.13690.012239.47710.012238.14940.012040.54280.012038.93700.012037.65240.011839.94600.011838.39330.011837.15120.011639.34660.011637.84610.011636.64570.011438.74440.011437.29530.011436.13590.011238.13970.011236.74090.011235.62180.011037.53220.011036.18290.011035.10350.010836.92200.010835.62140.010834.58090.010636.30920.010635.05630.010634.05400.010435.69370.010434.48760.010433.52280.010235.07550.010233.91540.010232.98730.010034.45470.010033.33960.010032.44750.009833.83120.009832.76020.009831.90350.009633.20500.009632.17730.009631.35520.009432.57610.009431.59080.009430.80250.009231.94450.009231.00070.009230.24570.009031.31030.009030.40710.009029.68450.008830.67340.008829.80990.008829.11900.008630.03380.008629.20910.008628.54930.008429.39160.008428.60470.008427.97530.008228.74660.008227.99680.008227.39700.008028.09900.008027.38530.008026.81440.007827.44870.007826.77030.007826.22760.007626.79580.007626.15170.007625.63640.007426.14010.007425.52950.007425.04100.007225.48180.007224.90370.007224.44130.007024.82080.007024.27440.007023.83730.006824.15710.006823.64150.006823.22900.006623.49080.006623.00500.006622.61650.006422.82180.006422.36500.006421.99960.006222.15010.006221.72140.006221.37850.006021.47570.006021.07430.006020.75310.005820.79860.005820.42350.005820.12340.005620.11890.005619.76920.005619.48950.005419.43650.005419.11130.005418.85120.005218.75140.005218.44990.005218.20870.005018.06370.005017.78490.005017.56190.004817.37320.004817.11630.004816.91080.004616.68010.004616.44420.004616.25540.004415.98430.004415.76850.004415.59580.004215.28590.004215.08920.004214.93180.004014.58480.004014.40630.004014.26360.003813.88090.003813.71990.003813.59110.003613.17440.003613.02990.003612.91430.003412.46530.003412.33640.003412.23330.003211.75340.003211.63930.003211.54790.003011.03890.003010.93860.003010.85830.002810.32170.002810.23430.002810.16440.00269.60190.00269.52650.00269.46620.00248.87930.00248.81510.00248.76370.00228.15410.00228.10010.00228.05690.00207.42620.00207.38160.00207.34590.00186.69560.00186.65950.00186.63060.00165.96240.00165.93380.00165.91100.00145.22640.00145.20460.00145.18710.00124.48780.00124.47180.00124.45890.00103.74650.00103.73540.00103.72650.00083.00260.00082.99550.00082.98970.00062.25600.00062.25190.00062.24870.00041.50660.00041.50490.00041.50340.00020.75470.00020.75420.00020.7539-0.0000-0.00000.00000.00000.00000.0000

Seleccin AceroTABLA PARA SELECCIONAR EL ACERO 1 3/8'' 1'' 1'' 3/4''1234512345110.0615.1620.2625.3630.4635.5615.107.9410.7813.6216.4619.30Per1119.0027.0035.0043.0051.00Per814.0020.0026.0032.0038.00Viga1520.0025.0030.0035.0040.00Viga1515.0020.0025.0030.0035.00Col.1520.0025.0030.0035.0040.00Col.1515.0020.0025.0030.0035.00220.1225.2230.3235.4240.5245.62210.2013.0415.8818.7221.5624.40Per2230.0038.0046.0054.0062.00Per1622.0028.0034.0040.0046.00Viga2025.0030.0035.0040.0045.00Viga1520.0025.0030.0035.0040.00Col.2030.0035.0040.0045.0050.00Col.1520.0025.0030.0035.0040.00330.1835.2840.3845.4850.5855.68315.3018.1420.9823.8226.6629.50Per3341.0049.0057.0065.0073.00Per2430.0036.0042.0048.0054.00Viga2535.0040.0045.0050.0055.00Viga2025.0030.0035.0040.0045.00Col.3035.0040.0045.0050.0055.00Col.2530.0035.0040.0045.0050.00440.2445.3450.4455.5460.6465.74420.4023.2426.0828.9231.7634.60Per4452.0060.0068.0076.0084.00Per3238.0044.0050.0056.0062.00Viga3540.0045.0050.0055.0060.00Viga2530.0035.0040.0045.0050.00Col.4045.0050.0055.0060.0065.00Col.3035.0040.0045.0050.0055.00550.3055.4060.5065.6070.7075.80525.5028.3431.1834.0236.8639.70Per5563.0071.0079.0087.0095.00Per4046.0052.0058.0064.0070.00Viga4045.0050.0055.0060.0065.00Viga3035.0040.0045.0050.0055.00Col.5055.0060.0065.0070.0075.00Col.3540.0045.0050.0055.0060.00

3/4'' 5/8'' 5/8'' 1/2''123451234512.844.836.828.8110.8012.7911.993.284.575.867.158.44Per611.0016.0021.0026.0031.00Per59.0013.0017.0021.0025.00Viga1515.0020.0025.0025.0030.00Viga1015.0020.0020.0025.0030.00Col.1515.0020.0025.0025.0030.00Col.10-----25.687.679.6611.6513.6415.6323.985.276.567.859.1410.43Per1217.0022.0027.0032.0037.00Per1014.0018.0022.0026.0030.00Viga1520.0025.0025.0025.0035.00Viga1520.0025.0025.0030.0030.00Col.1520.0030.0035.0040.0045.00Col.15-----38.5210.5112.5014.4916.4818.4735.977.268.559.8411.1312.42Per1823.0028.0033.0038.0043.00Per1519.0023.0027.0031.0035.00Viga2025.0030.0030.0035.0040.00Viga2020.0025.0030.0035.0035.00Col.2030.0035.0040.0045.0050.00Col.20-----411.3613.3515.3417.3319.3221.3147.969.2510.5411.8313.1214.41Per2429.0034.0039.0044.0049.00Per2024.0028.0032.0036.0040.00Viga2530.0035.0035.0035.0045.00Viga2525.0030.0035.0040.0040.00Col.3035.0040.0045.0050.0055.00Col.25-----514.2016.1918.1820.1722.1624.1559.9511.2412.5313.8215.1116.40Per3035.0040.0045.0050.0055.00Per2529.0033.0037.0041.0045.00Viga3035.0036.0040.0045.0050.00Viga2530.0035.0040.0040.0045.00Col.3540.0045.0050.0055.0060.00Col.30-----Ejem: 41''+23/4'', representan 26.08 cm2 de area de refuerzo y 44 cm de perimero; considerando un recubrimiento efectivo de 2.5 cm. Colocados en una capa, respetando los espaciamientos reglamentarios entre barras, teniendo en cuenta las recomendaciones entre barras y teniendo en cuenta la recomendacion practica, de que los elementos estructurales varian de 5 en 5 cm; pueden ser acomodados en 35 cm de ancho de viga o 40 cm de columna.

Adm._NS

NDimetroPermetroPesoREA (cm) segn nmero de barrascmcmKg/mlBarra (kg)1234566 mm0.6001.8800.221.980.280.570.851.131.411.7021/4"0.6352.0000.252.250.320.630.951.271.581.908 mm0.8002.5100.43.600.501.001.512.012.513.0133/8"0.9533.0000.585.220.711.432.142.853.564.2812 mm1.2003.7700.898.011.132.263.394.525.656.7841/2"1.2704.0001.029.181.272.533.805.066.337.6055/8"1.5875.0001.614.401.983.955.937.919.8911.8663/4"1.9056.0002.2620.342.855.708.5511.4014.2417.0981"2.5408.0004.0436.365.0610.1315.1920.2625.3230.391113/8"3.58111.2007.971.1010.0720.1330.2040.2750.3360.40

Prticos TransversalesADMINISTRACION NSPrticos LongitudinalesADMINISTRACION NS

EJE A-AVoladoEJE 1-13 Piso3.262.10.78Asmn =0.0033*b*db =253 PisoAsmn =0.0033*b*db =252.121.060.39As =3.80 cm2d =46As =3.80 cm2d =46

2 Piso3.922.541.272 Piso2.561.271.09

1 Piso3.923.241.91 Piso2.561.561.88

EJE B-BEJE 4-43 Piso5.844.92Asmn =0.0033*b*db =303 Piso2.953.093.292.8Asmn =0.0033*b*db =303.162.93As =3.47 cm2d =351.822.632.791.92As =4.55 cm2d =46

2 Piso6.637.235.782 Piso5.335.815.755.344.34.674.924.525.345.44.52

1 Piso6.647.515.76Asmn =0.0033*b*db =301 Piso7.999.619.288.19Asmn =0.0033*b*db =304.34.844.92As =5.05 cm2d =516.69.098.956.7As =4.55 cm2d =46

6.963 Piso5.844.52Asmn =0.0033*b*db =303.162.93As =3.47 cm2d =35

2 Piso6.637.566.094.676.414.34.523.95

1 Piso6.647.686.1Asmn =0.0033*b*db =304.34.923.95As =5.05 cm2d =51

Comedor

NDimetroPermetroPesoREA (cm) segn nmero de barrascmcmKg/mlBarra (kg)1234566 mm0.6001.8800.221.980.280.570.851.131.411.7021/4"0.6352.0000.252.250.320.630.951.271.581.908 mm0.8002.5100.43.600.501.001.512.012.513.0133/8"0.9533.0000.585.220.711.432.142.853.564.2812 mm1.2003.7700.898.011.132.263.394.525.656.7841/2"1.2704.0001.029.181.272.533.805.066.337.6055/8"1.5875.0001.614.401.983.955.937.919.8911.8663/4"1.9056.0002.2620.342.855.708.5511.4014.2417.0981"2.5408.0004.0436.365.0610.1315.1920.2625.3230.391113/8"3.58111.2007.971.1010.0720.1330.2040.2750.3360.40

Prticos TransversalesCOMEDOR6.969.65Prticos Long.COMEDOR9.659.65EJE A-AVoladoEJE A-A3 Piso3.732.6Asmn =0.0033*b*db =259.503 PisoAsmn =0.0033*b*db =302.411.27As =3.80 cm2d =469.65As =4.55 cm2d =46

2 Piso4.563.11.966.962 Piso2.961.531.17

1 Piso4.543.652.831 Piso2.951.952.02

EJE B-B, C-CVolado3 Piso8.176.1Asmn =0.0033*b*db =306.963.853.95As =5.05 cm2d =51

2 Piso11.1114.059.976.057

1 Piso11.1414.049.426.067.42

EJE D-DVolado3 Piso6.864.7Asmn =0.0033*b*db =253.233.04As =3.80 cm2d =46

2 Piso9.597.452.564.73.771.37

1 Piso9.567.633.614.693.772.33

EJE E-EVolado3 Piso3.153.77Asmn =0.0033*b*db =252.052.07As =3.80 cm2d =46

2 Piso4.064.551.052.653.550.96

1 Piso4.064.522.152.653.672.07

Adm. NS

NDimetroPermetroPesoREA (cm) segn nmero de barrascmcmKg/mlBarra (kg)1234566 mm0.6001.8800.221.980.280.570.851.131.411.7021/4"0.6352.0000.252.250.320.630.951.271.581.908 mm0.8002.5100.43.600.501.001.512.012.513.0133/8"0.9533.0000.585.220.711.432.142.853.564.2812 mm1.2003.7700.898.011.132.263.394.525.656.7841/2"1.2704.0001.029.181.272.533.805.066.337.6055/8"1.5875.0001.614.401.983.955.937.919.8911.8663/4"1.9056.0002.2620.342.855.708.5511.4014.2417.0981"2.5408.0004.0436.365.0610.1315.1920.2625.3230.391113/8"3.58111.2007.971.1010.0720.1330.2040.2750.3360.40

Prticos TransversalesADMINISTRACION NS

EJE A-AVolado3 Piso3.732.6Asmn =0.0033*b*db =252.411.27As =3.80 cm2d =46

2 Piso4.563.11.962.961.531.17

1 Piso4.543.652.832.951.952.02