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DESIGN DATA <br /> TARGET DESIGN VALUES (Factors of Safety- Static/Seismic) <br /> Minimum Factor of Safety for the sliding along the base FSsl =1.50/1.125 <br /> Minimum Factor of Safety for overturning about the toe FSot=1.50/1.125 <br /> Minimum Factor of Safety for bearing (foundation shear failure) FSbr=2.00/1.500 <br /> MINIMUM DESIGN REQUIREMENTS <br /> Minimum embedment depth Min_emb =1.00ft <br /> INPUT DATA <br /> Geometry <br /> Wall Geometry <br /> Design Height, top of leveling pad to finished grade at top of wall H =8.00ft <br /> Embedment, measured from top of leveling pad to finished grade emb =1.00ft <br /> Leveling Pad Depth Thickness =0.50ft <br /> Face Batter, measured from vertical i =0.00 deg <br /> Slope Geometry <br /> Slope Angle, measured from horizontal R =0.00 deg <br /> Slope toe offset, measured from back of the face unit STL_offset=0.00ft <br /> Slope Length, measured from back of wall facing SL_Length =0.00ft <br /> NOTE: If the slope toe is offset or the slope breaks within three times the <br /> wall height, a Coulomb Trial Wedge method of analysis is used. <br /> Surcharge Loading <br /> Live Load, assumed transient loading (e.g. traffic) LL= 0.00psf <br /> Live Load Offset, measured from back face of wall LL_offset =0.00ft <br /> Live Load Width, assumed strip loading LL_width = 0.00ft <br /> Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final <br /> n or construction without the independent review, verification, and approval by a qualified professional engineer. <br /> UltraWall 6.0.22298.930 3 <br />