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Cantilevered Retaining Wall <br />LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 <br />Project File: FISCHER FLORIA CELL SITE.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Design Summary <br />Wall Stability Ratios <br />Overturning =1.66 <br />Global Stability = 0.01 <br />OK <br />Slab Resists All Sliding ! <br />Total Bearing Load = 1,372 lbs <br />...resultant ecc. = 11.83 in <br />Eccentricity outside middle third <br />Soil Pressure @ Toe = 1,197 psf OK <br />Soil Pressure @ Heel = 0 psf OK <br />Allowable =1,500 psf <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe = 1,676 psf <br />ACI Factored @ Heel = 0 psf <br />Footing Shear @ Toe = 9.3 psi OK <br />Footing Shear @ Heel = 1.6 psi OK <br />Allowable = 75.0 psi <br />Sliding Calcs <br />Lateral Sliding Force =249.0 lbs <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 = # 4 <br />Rebar Spacing = 8.00 <br />Rebar Placed at =Center <br />Design Data <br />fb/FB + fa/Fa =0.756 <br />Total Force @ Section <br />= 249.0lbs <br />Moment....Actual <br />= 1,245.0ft-# <br />Moment.....Allowable = 1,646.8 <br />= 2.7psi <br />Shear.....Allowable = 45.8psi <br />Wall Weight = 84.0psf <br />Rebar Depth 'd' = 3.81in <br />Masonry Data <br />f'm = 1,500psi <br />Fs =psi 20,000 <br />Solid Grouting = Yes <br />Modular Ratio 'n'= 21.48 <br />Equiv. Solid Thick.=7.63in <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 <br />NOT considered in the calculation of soil bearing <br />Anet (Masonry)= 91.50in2 <br />Page 5 of 26 <br />Fisher Floral