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o- Safety Factor <br /> N 0.000 <br /> - 0.250 <br /> - 0.500 <br /> 0.750 <br /> _ A 1.000 <br /> 1.250 <br /> - <br /> _ 1.500 <br /> o—_ 1.750 <br /> tV 2.000 <br /> - 2.250 <br /> ' 2.500 l MaterlalName Color unit Weight Strength Type Cohesion Phi Water Surface Hu <br /> -' 2.750 (lbs/ft3) (psf) (deg) Type Hu Ru <br /> 3.000 Topsoil 0 110 Mohr-Coulomb 0 30 None o <br /> 3.250 Medium dense SM ❑ 125 Mohr-Coulomb 100 34 Water Surface Custom 1 <br /> o - 3.500 <br /> `,— 3.750 1.678 Very dense SM 135 Mohr-Coulomb 50 36 Water Surface Custom 1 <br /> 4.000 Stiff ML 0 115 Mohr-Coulomb 250 29 None 0 <br /> - 4.250 <br /> Very dense basal material 0I 135 0 <br /> 4.500 <br /> Mohr-Coulomb 0 36 None <br /> 4.750 Stiff disturbed ML E 115 Mohr-Coulomb 25 17 None 0 <br /> - 5.000 <br /> 5.250 <br /> o-- 5.500 <br /> 5.750 <br /> 6.000+ <br /> 2000.001bst1t2.- ' <br /> _ <br /> 1 W <br /> ll <br /> ...] :1 <br /> , <br /> -100 -50 0 50100 150 <br /> 200 250 300 350 <br /> Project <br /> Bergsagel Construction, Inc.: Stark Residence <br /> till a>, Analysis Description <br /> ►'� ► - .- Drawn 8y Scale 1:555 Company <br /> Date 11/17/2014, 2:35:48 PM File Name <br /> S1oEINfERPRET 6.029 Cross-section A-A'with building load.slim <br /> Figure 7 <br />