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Cantilevered Retaining Wall <br />LIC# : KW-06014996, Build:20.24.05.02 Gerry Adriano (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:8 ft high wall_L Type Ftg <br />Project File: Bristol_better buzz.ec6 <br />Project Title:Better Buzz_Bristol <br />Engineer: <br />Project ID: <br />Project Descr:Retaining Wall <br />Design Summary <br />Wall Stability Ratios <br />Overturning =5.50 <br />Global Stability =4.29 <br />OK <br />Sliding =2.65 OK <br />Total Bearing Load =2,587 lbs <br />...resultant ecc.=3.53 in <br />Eccentricity within middle third <br />Soil Pressure @ Toe =657 psf OK <br />Soil Pressure @ Heel =315 psf OK <br />Allowable =1,200 psf <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe =920 psf <br />ACI Factored @ Heel =440 psf <br />Footing Shear @ Toe =0.0 psi OK <br />Footing Shear @ Heel =0.3 psi OK <br />Allowable =94.9 psi <br />Sliding Calcs <br />Lateral Sliding Force =507.5 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 />972.0 <br />375.0 <br />== <br />0.0 <br />- <br />lbs <br />lbs <br />lbs OK <br />lbs OK <br />- <br />Masonry Block Type = <br />Stem Construction Bottom <br />Stem OK <br />Shear.....Actual <br />Design Height Above Ftg =0.00ft <br />Wall Material Above "Ht"=Masonry <br />Thickness =8.00 <br />Rebar Size =#5 <br />Rebar Spacing =16.00 <br />Rebar Placed at =Center <br />Design Data <br />fb/FB + fa/Fa =0.517 <br />Total Force @ Section <br />=287.5lbs <br />Moment....Actual <br />=670.0ft-# <br />Moment.....Allowable =1,294.8 <br />=6.0psi <br />Shear.....Allowable =43.6psi <br />Wall Weight =0.0psf <br />Rebar Depth 'd'=3.81in <br />Masonry Data <br />f'm =1,500psiFs=psi 20,000 <br />Solid Grouting =No <br />Modular Ratio 'n'=21.48 <br />Equiv. Solid Thick.=5.48in <br />Concrete Data <br />f'c =psi <br />Fy = <br />Masonry Design Method ASD= <br />Load Factors <br />Building Code <br />Dead Load 1.200 <br />Live Load 1.600 <br />Earth, H 1.600 <br />Wind, W 1.600 <br />Seismic, E 1.000 psi <br />Service Level <br />=lbsStrength Level <br />Service Level <br />Strength Level =ft-# <br />Service Level <br />Strength Level =psi <br />Design Method =ASD SD SD <br />Vertical component of active lateral soil pressure IS NOT <br />considered in the calculation of soil bearing pressures. <br />Anet (Masonry)=47.54in2