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ESFUERZOS EN EL SUELO DEBIDO CARGAS SUPERFICIALESAREA RECTANGULAR UNIFORMEMENTE CARGADADatos de ingreso: Q=L=B=A =w=Z m n0.00 0.00 0.00 0.00 0.002.00 1.500 1.000 2.250 1.0004.00 0.750 0.500 0.563 0.2506.00 0.500 0.333 0.250 0.1118.00 0.375 0.250 0.141 0.06310.00 0.300 0.200 0.090 0.04012.00 0.250 0.167 0.063 0.02814.00 0.214 0.143 0.046 0.02016.00 0.188 0.125 0.035 0.01618.00 0.167 0.111 0.028 0.01220.00 0.150 0.100 0.023 0.01022.00 0.136 0.091 0.019 0.00824.00 0.125 0.083 0.016 0.007ASENTEMIENTO VERTICAL DE LASUPERFICIE:DATOS: Q= 150.00 Tonm2n2GzGxzxGyB=XZL=YQsL= 3.00 mB= 2.00 mA = 6.00 m2w= 25.00 ton/m2 = 4500.00 ton/m2! = 0.30ESFUERZOS EN EL SUELO DEBIDO CARGAS SUPERFICIALESAREA RECTANGULAR UNIFORMEMENTE CARGADADatos de ingreso: "o#$nt$% &'!( )*+,o -."-/G0Z -.1A2150.00 Ton3.00 m2.00 m6.00 m225.00 ton/m23o Gz1.000 25.0000.216 5.3900.141 3.5350.073 1.8290.043 1.0630.028 0.6910.019 0.4840.014 0.3580.011 0.2750.009 0.2180.007 0.1770.006 0.1470.005 0.123CENTRO RECTANGULAR:Es IS Z!!0.00 5.00 10.00 15.00 20.00 25.00 30.000.0005.00010.00015.00020.00025.00030.000G"Gz1.5 1.358 13.727ESQUINA RECTANGULAR:Es1.5 0.679 6.8633IS Z!!0.00 5.00 10.00 15.00 20.00 25.00 30.000.0005.00010.00015.00020.00025.00030.000G"Gz