3401 LOMBARD AVE 2018-01-01 MF Import

Code Ref:ACI 318-02, 1997 UBC, 2003 IBC,2003 NFPA 500� - ae,-'�56°�';-� Cantilevered Retaining Wall Design User MN�05031E9 Ve�580.1-Nov�20D6 re;aimngwallepvCaiwlaLons ' I j"'B9�'D06 ERERGALC Erqineormp Sctlxare Description Typ 6'wall �riteria � Soil Data � Footing Strengths & Dimensions � � RetainedHeight ' 6.ODfl AIIowSoilBearing = 1,500.Opsf fc = 2,500 psi Fy = 40,OODpsi Wall hei ht above soil = 0.00 ft Equivalent Fluid Pressure Nethod Min.As% - 0.0014 9 Heel Adive Pressure 35.0 psflft Toe Width - 2.00 ft Slope Behind Walt = 0.00: 1 Toe Activ^Pressure = 0.0 psf/ft Heel Width = 0.67 Height o(Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft Total Footing Width = -�6T Soil Density = 770.00 pc( Waler height over heel = 0.0 ft Footing Thickness = 8.00 in Footing��Sail Friction = 0.300 Key Width = O.00 in Wind on Stem = 0.0 psf Soil heighl to ignore Key Deplh = 0.00 in for passive pressure = O.OD in Key Distance from Tce = 0.00 ft Cover @ Top = 3.00 in @ Btm= 2.00 in - --._ _._ __ _--- ---- � -�---- -- Design Summary � � Stem Construction � 7op stem ___ __ _ � �� S�em OK Total Bearing Load = 1,317 Ibs Design height fl= 0.00 ._resWtantecc. = 4.75in WeIlMaterialAbove"HP' = Concrele Thickness = B4OD Soil Pressure @ Toe = 934 psf OK Rebar Size = # 4 Soil Pressure @ Heel = 54 pst OK Rebar Spacing = 14.00 Allowable = 1,500 ps( Rebar Placed at = Edge Soil Pressure Less Than Allowzble Design Data - ---- --- ACI Factored @ Toe = 841 psf ro/FB+fa/Fa = o•�<Z ACI Factored @ Heel = 48 psf Total Force @ Section Ibs= 1,071.0 Footing Shear @ Toe = i 7.0 psi OK Moment...Actuai ft-#= 2,142.0 Footing Shear @ Heel = 0.0 psi OK Momenl.....Allowable = 2,887.8 Allowable = 85.0 psi Shear.....Actual psi= 15.5 Wall Stability Ratios Shear.....Allowable psi= 85.0 Overtuming = 1.71 OK Sliding = N/A Bar Develop ABOVE Ht. in= 72.48 Sliding Calcs Slab Resisls All Sliding! Bar Lap/Hook BELOW Ht. in= 6.00 Lateral Sliding Force = 777.8 16s Wall Weight = 96.7 Rebar Depth 'd' in= 5.75 MasonryData -- -�---- ---.__. ._- .-. - fm psi= Fs psi= Solid Grouting = Speciallnspection = Footing Design Results � ModwarRatio'n' _ , Tor. Hcol ShorlTermFactor = Factored Pressure = 841 48 psf Equiv. Solid Thick. _ Mu'�Upward = 1,285 0 R-JF Masonry Block Type= Normal Weighl Mu':Downward = 280 0 ft-i! Concrete Data -- ----- --- -- ---�- Mu: Design = 1,005 Oft�ii f� psi= 2,500.0 Actual 1-Way Shear = 11.02 0.00 psi FY psi= 40,000.0 Allowl-WayShear = 85.00 O.00psi OtherAcceptableSizes85pacings Toe Reinforcing = #4 L 14.00 in Toe: #4@ 26.00 in,#5@ 40.50 in,#6@ 48.25 in,#7@ 4825 in,#8@ 48.25 in,#9@ 4 Heel Reinforcing = None Specd Heel: Not req'd, Mu<S'Fr Key Reinforcing = None Spec'd Key: No key defined / � i_I I ,