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To specify your own <br />special title block here, <br />use the 'Settings* screen <br />and enter your title block <br />1lite Habitat Everett - 10 Foot Well Page: _ <br />Job a 06-362 Dsgnr Date. AUG 21,2006 <br />Description.... <br />information. This Wall in File: 9:t2U08 iobs56234 habitat everetr,caics%ret <br />Retain'Iro 6.1e, PJuly-2004, (c)19e9-2004 Cantilevered Retaining Wall Design Code: IBC 2003 <br />Renislratlon e -A P-1134915 <br />Criteria <br />Retained Height = <br />10,00 ft <br />Wall height above soil - <br />1.00 It <br />Slope Behind Wall - <br />0.00 : 1 <br />Height of Soil over Toe = <br />6.00 in <br />Water height over heel = <br />0.0 it <br />Wind on Stem = 20.0 psi <br />Surcharge Loads -y <br />Surcharge Over Heel - 50.0 list <br />Used To Resist Sliding 8 Overturning <br />Surcharge Over Toe = 0.0 psi <br />Used lot Sliding 8 Overturning <br />_Axial Load Applied to Stem <br />Axial Dead I oad = 235.0 Ibs <br />Axial Live Load = 175.0 Ibs <br />Axial Load Eccentricity = 1.5 in <br />Stem Weight Seismic Load <br />Desi n Summa <br />Well Stability Ratios <br />Overturning = 5.73 OK <br />Sliding = 1.50 OK <br />Total Bearing Load = 12,886 Ibs <br />...resultant ecc. = 1.63 in <br />Soil Pressure @ Toe = <br />1,977 psi OK <br />Soil Pressure @ Heel = <br />1,578 psi OK <br />Allowable - <br />2,000 list <br />Soil Pressure Less Than <br />Allowable <br />ACI Factored @ Too = <br />2,383 psi <br />ACI Factored @ Heel = <br />1,902 psi <br />Footing Shear @ Toe = <br />11.3 psi OK <br />Footing Shear @ Heel = <br />30.7 psi OK <br />Allowable = <br />76.0 psi <br />Sliding Calcs (Vertical Component NOT Used) <br />Lateral Sliding Force = <br />2,937.61bs <br />less 100% Passive Force = - <br />382.8 Ibs <br />less 100% Friction Force = - <br />4,448.9 <br />Added Force Req'd = <br />0.o Ibs OK <br />....tor 1.5 : 1 Stability = <br />0.0 Ibs OK <br />Soil Data <br />Allow Soil Bearing <br />= 2,000.0 psi <br />Equivalent Fluid Pressure Method <br />Heel Active Pressure <br />= 42.0 pstlft <br />Toe Active Pressure <br />= 35.0 psith <br />Passive Pressure <br />= 250.0 psi/fl <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 />Lateral Load = 0.0 R/ft <br />...Height to Top = 0.00 ft <br />...Height to Bottom = 0.00 8 <br />Kh Weight Multiplier = 0.200 g <br />Footing Dimensions & Strengths <br />Toe Width - <br />1.75 It <br />Heel Wiath - <br />5.50 <br />Total Footing Width = <br />7.25 <br />Footing Thickness = <br />15.00 in <br />Key Width = <br />0.00 in <br />Key Depth = <br />0.00 in <br />Key Distance from Toe = <br />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 = 2.00in @ <br />Btm.= 3.00 in <br />Adjacent Footing <br />Adjacent Footing Loaa = <br />0.01 s <br />Footing Width = <br />0.00 it <br />Eccentricity = <br />0.00 in <br />Wail to Fig CL Dist = <br />0.00 it <br />Footing Type <br />Line Load <br />Base Above/Below Soil = <br />0.0 fl <br />at Back of Wall <br />Added seismic base force 275.0 Ibs <br />Stem Construction <br />Top Stem <br />Ratio > 1.0 <br />Design height <br />it= <br />0.00 <br />Wall Material Above ',At* <br />= <br />Concrete <br />Thickness <br />= <br />10.00 <br />Reber Size <br />= <br />a 5 <br />Reber Spacing <br />= <br />9.00 <br />Rebar Placed at <br />= <br />Edge <br />Design Data <br />_ ---_ <br />fb1FB + fa/Fa <br />= <br />1.030 <br />Total Force @ Section <br />Ibs = <br />3.822.0 <br />Moment.... Actual <br />IF#= <br />14,512.4 <br />Moment..... Allowable <br />= <br />14,094.8 <br />Shear..... Actual <br />psi= <br />36.2 <br />Shear..... Allowable <br />psi = <br />76.0 <br />Lap Splice if Above <br />in = <br />43.60 <br />Lap Splice it Below <br />in = <br />10.20 <br />Wall Weight <br />= <br />125.0 <br />Reber Depth 'd' <br />in= <br />8.19 <br />Masonry Data <br />I'm <br />psi = <br />Fs <br />psi = <br />Solid Grouting <br />= <br />Special inspection <br />= <br />Modular Ration' <br />_ <br />Shod Term Factor <br />= <br />Equiv. Solid Thick. <br />_ <br />Masonry Block Type - Medium <br />Weight <br />Concrete Data <br />f'c <br />psi= <br />2,000.0 <br />Fy <br />psi = <br />60,000.0 <br />