Est Talud Corregido

E.T. EST. 020 DSuelosCohesin
Jornal, S. A. de C. V.: ton/m2
Jornal, S. A. de C. V.: ton/m3Radio
Jornal, S. A. de C. V.: metrosClculo de momento motorClculo de momento resistenteS10351.710.53S21301.913.02S30351.714.65S40000Momento Resistente RevestimientoS50000 Li
Jornal, S. A. de C. V.: longitud de arcoC
Jornal, S. A. de C. V.: cohesinSi
Jornal, S. A. de C. V.: resistencia al corteWi tan RiMR1Momento Motor32.794.870.960.0030.000.565.852.71Dovela rea1 Recrea2rea3rea4rea5w1w2w3w4w5wTotalqSen qCos qNi
Jornal, S. A. de C. V.: componente normal del pesoTi
Jornal, S. A. de C. V.: componente horizontal del peso Momento Resistente MargenMR2.7110.484.36000.828.280.000.000.009.1059.000.860.524.697.80LiCSiWi tan RiMR123.567.03006.0513.360.000.000.0019.4141.000.660.7514.6512.732.705.431.0030.004.1332.9811.1635.427.99009.2115.180.000.000.0024.4028.000.470.8821.5411.452.289.451.0030.006.4557.4314.7243.988.6006.7716.340.000.000.0023.1116.500.280.9622.156.562.0910.601.0030.007.1264.4414.8853.627.23006.1513.740.000.000.0019.895.000.091.0019.821.732.019.861.0030.006.6959.9313.4563.494.86005.939.230.000.000.0015.17-5.50-0.101.0015.10-1.452.017.511.0030.005.3445.6610.73723.09003.405.870.000.000.009.27-16.50-0.280.968.89-2.632.094.251.0030.003.4625.867.2282.001.44003.402.740.000.000.006.14-28.00-0.470.885.42-2.882.282.381.0030.002.3714.455.4190.490.00000.830.000.000.000.000.83-39.00-0.630.780.65-0.521.760.371.0030.001.212.242.131MR79.69Momento ResistenteMR12.706MR279.694MR82.400

Factor de SeguridadFs2.513

Momento Resistente RevestimientoLi
Jornal, S. A. de C. V.: resistencia al corteWi tan RiMR1Clculo de momento motor2DAMomento Motor37.694.980.900.0035.000.636.623.13Dovela rea1 Recrea2rea3rea4rea5w1w2w3w4w5wTotalqSen qCos qNiTiMomento Resistente MargenMR3.13104.380.008.320.000.000.008.3257.500.840.544.477.02LiCSiWi tan RiMR122.57.194.2513.660.000.000.0017.9143.500.690.7312.9912.332.784.671.0030.003.7028.4110.2834.898.218.3115.600.000.000.0023.9132.500.540.8420.1712.852.378.511.0030.005.9151.7314.0144.839.088.2117.250.000.000.0025.4622.500.380.9223.529.742.1610.891.0030.007.2966.2115.7453.578.866.0716.830.000.000.0022.9013.000.220.9722.325.152.0510.891.0030.007.2866.1814.9363.337.015.6613.320.000.000.0018.984.500.081.0018.921.492.009.461.0030.006.4657.5212.9272.715.134.619.750.000.000.0014.35-4.50-0.081.0014.31-1.132.007.151.0030.005.1343.5010.26824.53.408.550.000.000.0011.95-13.00-0.220.9711.64-2.692.055.681.0030.004.2834.538.77923.23.406.080.000.000.009.48-22.50-0.380.928.76-3.632.174.041.0030.003.3324.547.23101.981.123.372.130.000.000.005.49-32.50-0.540.844.63-2.952.371.961.0030.002.1311.895.05110.4500.770.000.000.000.000.77-40.50-0.650.760.58-0.501.330.441.0030.001.252.661.67MR100.87

Momento ResistenteMR13.131MR2100.867MR103.998


Momento Resistente RevestimientoLi
Jornal, S. A. de C. V.: resistencia al corteWi tan RiMR1Clculo de momento motor3ERAMomento Motor34.712.500.450.0035.000.324.630.79Dovela rea1 Recrea2rea3rea4rea5w1w2w3w4w5wTotalqSen qCos qNiTiMomento Resistente MargenMR0.79101.170.002.220.000.000.002.2259.500.860.511.131.92LiCSiWi tan RiMR1204.760.009.040.000.000.009.0448.500.750.665.996.773.051.961.0030.002.1316.626.5132.96.374.9312.100.000.000.0017.0338.000.620.7913.4210.492.555.261.0030.004.0444.5210.3045.086.928.6413.150.000.000.0021.7828.500.480.8819.1410.392.288.401.0030.005.8571.0213.3354.687.577.9614.380.000.000.0022.3420.000.340.9420.997.642.139.861.0030.006.6983.3614.2563.466.985.8813.260.000.000.0019.1412.000.210.9818.733.982.049.181.0030.006.3077.6412.8573.395.125.769.730.000.000.0015.494.000.071.0015.451.082.007.731.0030.005.4665.3510.9282.493.514.236.670.000.000.0010.90-4.00-0.071.0010.88-0.762.005.441.0030.004.1445.998.28922.963.405.620.000.000.009.02-11.50-0.200.000.00-1.802.050.001.0030.001.000.002.051021.823.403.460.000.000.006.86-20.00-0.340.000.00-2.352.130.001.0030.001.000.002.13111.861.273.162.410.000.000.005.58-28.50-0.481.005.58-2.662.280.001.0030.001.000.002.28MR82.90

Momento ResistenteMR10.790MR282.904MR83.694


FEL. EST.020 DSuelosCohesin
Jornal, S. A. de C. V.: ton/m2
Jornal, S. A. de C. V.: ton/m3Radio
Jornal, S. A. de C. V.: metros12LnAdherencia
Jornal, S. A. de C. V.: En caso de existir varios estratos en contacto con la superficie de falla se debe hacer una sumatoria.revesti.S10351.710.53764422.05232.23margenS21301.913.02727332.95429.01prot. 1S30351.714.6564.53625.70376.46prot. 2S400.000.00prot. 3S500.000.00

Primera Iteracin N. Dovelarearea 2rea 3PesoBrazo WibiWi tan RiFactor de Seguridad10.484.3609.19.1182.90155.32F.s.2.8723.567.03019.4097135.863118.00F.s.2.21
jornal6: sin considerar la cohesion

35.427.99024.3955121.975148.3143.988.6023.106369.318140.4753.627.23019.891119.891120.9363.494.86015.167-1-15.16792.21723.0909.271-3-27.81356.36821.4406.136-5-30.6837.3090.49000.833-6.68-5.564445.06350.72356773.97

Segunda Iteracin N. Dovelarearea 2rea 3PesoBrazo WibiWi tan RiFactor de Seguridad104.3808.3221191.54262.56F.s.3.3122.57.19017.9119161.199134.64F.s.2.43

34.898.21023.9127167.384179.7544.839.08025.4635127.315191.4153.578.86022.903368.709172.1663.337.01018.98118.98142.6772.715.13014.354-1-14.354107.90824.5011.95-3-35.8589.83923.209.48-5-47.471.26101.981.1205.494-7-38.45841.30100.45000.765-8.5-6.50255.75492.56451199.23

Tercera Iteracin N. Dovelarearea 2rea 3PesoBrazo Wibi
Jornal, S. A. de C. V.: los que esten del lado derecho del eje vertical sern negativos.

Wi tan Ri101.1702.22312.6228.0542618.80Factor de Seguridad204.7609.0441199.48476.50F.s.3.0732.96.37017.0339153.297144.07F.s.2.33

45.086.92021.7847152.488184.2554.687.57022.3395111.695188.9563.466.98019.144357.432161.9273.395.12015.491115.491131.0382.493.51010.902-1-10.90292.21922.9609.024-3-27.07276.331021.8206.858-5-34.2958.01101.861.2705.575-7-39.02547.15506.652261179.21

Est Talud Corregido

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