4841 GLENWOOD AVE 2021-06-09 - Laserfiche WebLink

• DESIGN DATA TARGET DESIGN VALUES (Factors of Safety-Static/Seismic) Minimum Factor of Safety for the sliding along the base FSsl =1.50/1.125 Minimum Factor of Safety for overturning about the toe FSot=1.50/1.125 Minimum Factor of Safety for bearing (foundation shear failure) FSbr=2.00/1.500 MINIMUM DESIGN REQUIREMENTS Minimum embedment depth Min emb=1.80 ft INPUT DATA Geometry Wall Geometry Design Height, top of leveling pad to finished grade at top of wall H =9.80 ft Embedment, measured from top of leveling pad to finished grade emb=1.80 ft Leveling Pad Depth LP Thickeness=0.50 ft Face Batter, measured from vertical i=0.00 deg Slope Geometry Slope Angle, measured from horizontal (3 =18.00 deg Slope toe offset, measured from back of the face unit STL_offset=0.00 ft Slope Length, measured from back of wall facing SL_Length =16.00 ft NOTE: If the slope toe is offset or the slope breaks within three times the wall height, a Coulomb Trial Wedge method of analysis is used. Surcharge Loading Live Load, assumed transient loading(e.g. traffic) LL=250.00 psf Live Load Offset, measured from back face of wall LL offset=16.00 ft Live Load Width, assumed strip loading LL_width = 10.00 ft Dead Load, assumed permanent loading (e.g. buildings) DL= 0.00 psf Dead Load Offset, measured from back face of wall DL offset=2.00 ft Dead Load Width, assumed strip loading DL width = 0.00 ft Soil Parameters Retained Zone Angle of Internal Friction cp= 30.00 deg Cohesion coh=0.00 psf Moist Unit Weight gamma=125.00 pcf Foundation Angle of Internal Friction cp= 34.00 deg Cohesion coh=0.00 psf Moist Unit Weight gamma=125.00 pcf UltraWall 5.0.18138 Page 3//;; d