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- <br /> Safety Factor i <br /> _ 0.000 <br /> 0.250 <br /> - 1 0.500 ® 0.15 <br /> 0.750 <br /> 11\44. <br /> 0-- MSli o- <br /> 1.000 ' <br /> a 1.250 <br /> — 1.500 <br /> I Unit Weight Cohesion Phi <br /> 1.750 <br /> Material Name Color (lbs/ft3) Strength Type (psf) (deg) Water Surface Hu Type Hu Ru <br /> 2.000 <br /> Topsoil 0 110 Mohr-Coulomb 0 30 None 0 <br /> - _ - - 2.250 <br /> 2.500 Medium dense SM 0 125 Mohr-Coulomb 100 34 Water Surface Custom 1 <br /> _ 2.750 Very dense SM El 135 Mohr-Coulomb 50 36 Water Surface Custom 1 <br /> 0 3.000 1.17 <br /> 3.250 <br /> Stiff ML 115 Mohr-Coulomb 250 29 None 0 <br /> 3.500 i Very dense basal material 11 135 Mohr-Coulomb 0 36 None 0 <br /> 4. <br /> 3.750 <br /> Stiff disturbed ML Q 115 Mohr-Coulomb 25 17 None 0 <br /> 000 <br /> - 4.250 <br /> 4.500 \ <br /> 4.750 <br /> 5.000 <br /> o- 5.250 N <br /> 5.500 <br /> 5.750 2000.00 Ibslft2.--- <br /> 6.000+ 1 <br /> 1..-iam . <br /> 9 <br /> w <br /> il <br /> • <br /> -150 -100 -50 0 50 <br /> 100 150 200 250 <br /> , <br /> Project <br /> Bergsagel Construction, Inc.: Stark Residence <br /> tili'l Analysis Description <br /> �j Drawn By Scale 1:522 Company <br /> SLiDEINTERPREi 6.031 ' Date 11/17/2014, 2:35:48 PM File Name <br /> Cross-section A-A'Seismic with building load.slim <br /> Figure 8 <br />