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Cantilevered Retaining Wall <br />LIC# : KW-06020349, Build:20.24.03.04 Ramirez Structural Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:W1 <br />Project File: 24-111 4621 W 1ST ST.ec6 <br />Project Title: <br />Engineer: <br />Design Summary <br />Wall Stability Ratios <br />Overturning =2.61 <br />Global Stability =2.71 <br />OK <br />Sliding =2.90 OK <br />Total Bearing Load =2,188 lbs <br />...resultant ecc.=5.03 in <br />Eccentricity within middle third <br />Soil Pressure @ Toe =871 psf OK <br />Soil Pressure @ Heel =199 psf OK <br />Allowable =1,500 psf <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe =1,220 psf <br />ACI Factored @ Heel =278 psf <br />Footing Shear @ Toe =5.1 psi OK <br />Footing Shear @ Heel =0.0 psi OK <br />Allowable =82.2 psi <br />Sliding Calcs <br />Lateral Sliding Force =385.8 lbs <br />less 100% Passive Force <br />less 100% Friction Force <br />Added Force Req'd <br />....for 1.5 Stability = <br />0.0= <br />855.7 <br />262.5 <br />== <br />0.0 <br />- <br />lbs <br />lbs <br />lbs OK <br />lbs OK <br />- <br />Masonry Block Type = <br />Stem Construction 2nd Bottom <br />Stem OK <br />Shear.....Actual <br />=9.00ft 0.00 <br />Wall Material Above "Ht"=Fence Masonry <br />Thickness =8.00 <br />Rebar Size =#4 <br />Rebar Spacing =16.00 <br />Rebar Placed at =Edge <br />Design Data <br />fb/FB + fa/Fa =0.702 <br />Total Force @ Section <br />=lbs <br />Moment....Actual <br />=ft-# <br />Moment.....Allowable =3,309.4ft-# <br />=psi <br />Shear.....Allowable =69.7 <br />Wall Weight =84.0psf <br />Rebar Depth 'd'=in 5.25 <br />Masonry Data <br />f'm =1,500psiFy=psi 60,000 <br />Solid Grouting =Yes <br />Modular Ratio 'n'=21.48 <br />Equiv. Solid Thick.=7.63 <br />Concrete Data <br />f'c =psi <br />Fy = <br />Masonry Design Method SD= <br />Load Factors <br />Building Code <br />Dead Load 1.200 <br />Live Load 1.600 <br />Earth, H 1.600 <br />1.600 <br />Seismic, E 1.000 <br />=449.3lbsStrength Level <br />Service Level <br />Strength Level =2,323.3ft-# <br />Service Level <br />Strength Level =4.9psi <br />Design Method =SD SD <br />Vertical component of active lateral soil pressure IS <br />NOT considered in the calculation of soil bearing <br />Anet (Masonry)=91.50in2 <br />HOLD- 4621 W First <br />St12/19/2024