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Cantilevered Retaining Wall <br />LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 <br />Project File: Wood Bridge Plaza.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Design Summary <br />Wall Stability Ratios <br />Overturning =2.02 <br />Global Stability =2.01 <br />OK <br />Slab Resists All Sliding ! <br />Total Bearing Load =1,500 lbs <br />...resultant ecc.=6.51 in <br />Eccentricity outside middle third <br />Soil Pressure @ Toe =1,045 psf OK <br />Soil Pressure @ Heel =0 psf OK <br />Allowable =2,000 psf <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe =1,463 psf <br />ACI Factored @ Heel =0 psf <br />Footing Shear @ Toe =3.4 psi OK <br />Footing Shear @ Heel =5.6 psi OK <br />Allowable =82.2 psi <br />Sliding Calcs <br />Lateral Sliding Force =721.8 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"=Concrete <br />Thickness =6.00 <br />Rebar Size =#5 <br />Rebar Spacing =16.00 <br />Rebar Placed at =Center <br />Design Data <br />fb/FB + fa/Fa =0.395 <br />Total Force @ Section <br />=lbs <br />Moment....Actual <br />=ft-# <br />Moment.....Allowable =2,899.6 <br />=psi <br />Shear.....Allowable =61.2psi <br />Wall Weight =75.0psf <br />Rebar Depth 'd'=3.00in <br />Masonry Data <br />f'm =psiFs =psiSolid Grouting = <br />Modular Ratio 'n'= <br />Equiv. Solid Thick.= <br />Concrete Data <br />f'c =3,000.0psi <br />Fy =60,000.0 <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 />=744.7lbsStrength Level <br />Service Level <br />Strength Level =1,148.1ft-# <br />Service Level <br />Strength Level =20.7psi <br />Design Method =SD SD SD <br />Vertical component of active lateral soil pressure IS <br />NOT considered in the calculation of soil bearing <br />Anet (Masonry)=in2 <br />Page 17 <br />2130 E 4th St <br />2/11/2025