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?eTM N yrv(, w�►tC Title Habitat Everett 4 Foot Well Page. <br />To aw,ity your own pi- r/ NI - SFf <br />special title block ',ere 4 e i Job M : OE234 Dsgnr Oates AUG 21,200E <br />use the "Settings' screen qC60 gFUI oeel C Description <br />and enter your title block //ACK of UL6S <br />information. This Wall In File: g:1200E lobaM234 habitat evereWcelcayet <br />Retain Pro 6.1e, 8July'200/, (c"999-2004 Cantilevered Retaining Wall Design tide: IBC 2003 <br />Criteria <br />Retained Height = <br />4.00 h <br />Wall height above soil = <br />1.001t <br />Slope Behind Wall = <br />0.00: <br />Height of Soil over Toe = <br />6.00 in <br />Water height over heel = <br />0.0 If <br />Wind on Stem = 20.0 psi <br />Surchstge Loads <br />Surcharge Over Heel - 50.0 Psi <br />Used To Resist Sliding 8 Overturning <br />Surcharge Over Toe = 0.0 psi <br />Used for Sliding 8 Overturning <br />Axial Load Applied to Stem <br />Axial Dead Load = 23 5.0Ihs <br />Axial Live Load = 175.0 Ibs <br />Axial Load Eccentricity = 1.5 in <br />Stem Weight Seismic Load <br />Design Summary <br />Wall Stability Ratios <br />Overturning = 3.81 OK <br />Sliding = 1.52 OK <br />Total Bearing Load = 2,531 Ibs <br />...resultant ecc. = 3.45 in <br />Soil Pressure @ Toe = <br />1,498 psi OK <br />Soil Pressure @ Heel = <br />343 psi OK <br />Allowable - <br />2,000 PSI <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe = <br />1.839 psi <br />ACI Factored @ Heel = <br />421 psi <br />Footing Shear @ Toe = <br />0.6 psi OK <br />Footing Shear @ Heel = <br />8.1 psi OK <br />Allowable = <br />76.0 psi <br />Sliding Celca (Vertical Component NOT Used) <br />Lateral Sliding Force = <br />629.1 Ibs <br />less 100% Passive Force = - <br />281.3 lbs <br />less 100% Friction Force = . <br />824.5 <br />Added Force Req'd = <br />0.0 Ibs OK <br />....for 1.5 : 1 Stability = <br />0.0 Ibs OK <br />Soil Data <br />Allow Soil Bearing <br />= 2,000 0 psf <br />Equivalent Fluid Pressure Method <br />Heel Active Pressure <br />- 42.0 psf/fl <br />Toe Active Pressure <br />= 35.0 psfRt <br />Passive Pressure <br />= 250.0 psf/ft <br />Soil Density <br />= 200.00 pcf <br />FootingIlSoil Friction <br />= 0.350 <br />Soil height to ignore <br />for passive pressure <br />= 0,00 in <br />Lateral Load Applied to Stem <br />7 <br />Lateral Load = 0.0 H/It <br />._Height to Top = 0 00 fl <br />...Height to Bottom = 0.00 It <br />K17 Weight Multiplier = 0.200 g <br />Footing Dimenslom & Strength <br />Toe Width <br />= 0.75 It <br />Heel Width <br />200 <br />Total Footing Width <br />= 2.75 <br />Footing Thickness <br />= 12,001n <br />Key Width - 0.00 in <br />Fey Depth - 0.00 in <br />Key Distance from Toe = 0.00 It <br />rc = 2,000 psi Fy = <br />60.000 psi <br />Footing Concrete Density = <br />150.00 pcf <br />Min. As % - <br />0.0018 <br />Cover @ Top = 2.00 in Cw <br />BUD - 3.00 in <br />Adjacent Footing Load <br />J <br />Adjacent Footing Load = <br />0.0 IDS <br />Footing Width = <br />0.00 It <br />Eccentricity = <br />0.00 in <br />Wall to Fig CL Dist = <br />0 00 fl <br />Footing Type <br />Line Load <br />Base Above/Below Soil = <br />0.0 ft <br />at Back of Wall <br />Stem Construction <br />Top Stem <br />Stem OK <br />Design height <br />It= <br />0.00 <br />Wall Material Above "lit" <br />= <br />Concrete <br />Thickness <br />= <br />8.00 <br />Rebar Size <br />= <br />q 4 <br />Rebar Spacing <br />= <br />18.00 <br />Rebar Placed at <br />= <br />Edge <br />Design Data <br />fb/FB + fa/Fa <br />= <br />0.383 <br />Total Force @ Section <br />Ibs= <br />723.8 <br />Moment.... Actual <br />it -if= <br />1,369.4 <br />Moment..... Allowable <br />= <br />3,632.0 <br />Shear....Actual <br />psi= <br />8.4 <br />Shear..... Allowable <br />psi= <br />76.0 <br />Added seismic base force 100.0 Ibs <br />Lap Splice it Above <br />in = <br />34.88 <br />Lap Splice if Below <br />in = <br />6.00 <br />Wall Weight <br />= <br />100.0 <br />Rebar Depth 'd' <br />in= <br />6.25 <br />Masonry Data <br />- <br />I'm <br />psi = <br />Fs <br />psi = <br />Solid Grouting <br />= <br />Special Inspection <br />= <br />Modular Ratio'n' <br />_ <br />Short Term Facto, <br />_ <br />Equiv. Solid Thick. <br />_ <br />Masonry Block Type = <br />Medium <br />Weight <br />Concrete Data <br />rc <br />psi= <br />2,000.0 <br />Fy <br />psi= <br />60,000.0 <br />