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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:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 <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 =5.10 <br />Global Stability =3.25 <br />OK <br />Sliding =2.15 OK <br />Total Bearing Load =4,863 lbs <br />...resultant ecc.=6.72 in <br />Eccentricity within middle third <br />Soil Pressure @ Toe =1,424 psf OK <br />Soil Pressure @ Heel =344 psf OK <br />Allowable =2,000 psf <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe =1,994 psf <br />ACI Factored @ Heel =481 psf <br />Footing Shear @ Toe =0.0 psi OK <br />Footing Shear @ Heel =2.1 psi OK <br />Allowable =82.2 psi <br />Sliding Calcs <br />Lateral Sliding Force =1,081.4 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 />1,945.0 <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 2nd Bottom <br />Stem OK Stem OK <br />Shear.....Actual <br />Design Height Above Ftg =11.00ft 0.00 <br />Wall Material Above "Ht"=Concrete Concrete <br />Thickness =6.00 6.00 <br />Rebar Size =##5 5 <br />Rebar Spacing =16.00 16.00 <br />Rebar Placed at =Center Center <br />Design Data <br />fb/FB + fa/Fa =0.000 0.710 <br />Total Force @ Section <br />=lbs <br />Moment....Actual <br />=ft-# <br />Moment.....Allowable =2,899.6 2,899.6ft-# <br />=psi <br />Shear.....Allowable =61.2 61.2psi <br />Wall Weight =75.0 75.0psf <br />Rebar Depth 'd'=3.00in 3.00 <br />Masonry Data <br />f'm =psiFs =psiSolid Grouting = <br />Modular Ratio 'n'= <br />Equiv. Solid Thick.= <br />Concrete Data <br />f'c =3,000.0 3,000.0psi <br />Fy =60,000.0 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 />=1,090.9lbsStrength Level <br />Service Level <br />Strength Level =2,060.6ft-# <br />Service Level <br />Strength Level =30.3psi <br />Design Method =SD SD SDSD <br />Vertical component of active lateral soil pressure IS <br />NOT considered in the calculation of soil bearing <br />Anet (Masonry)=in2 <br />Page 3 <br />2130 E 4th St <br />2/11/2025