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Cantilevered Retaining Wall <br />LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 <br />Project File: saint andrew (Melqartengineer5@outlook.com).ec6 <br />Project Title:Saint Andrew <br />Engineer:LR <br />Project ID:23-12434 <br />Project Descr: <br />Design Summary <br />Wall Stability Ratios <br />Overturning =2.27 <br />Global Stability =4.97 <br />OK <br />Sliding =3.72 OK <br />Total Bearing Load =2,040 lbs <br />...resultant ecc.=10.57 in <br />Eccentricity outside middle third <br />Soil Pressure @ Toe =1,215 psf OK <br />Soil Pressure @ Heel =0 psf OK <br />Allowable =1,500 psf <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe =1,701 psf <br />ACI Factored @ Heel =0 psf <br />Footing Shear @ Toe =6.2 psi OK <br />Footing Shear @ Heel =1.3 psi OK <br />Allowable =82.2 psi <br />Sliding Calcs <br />Lateral Sliding Force =320.0 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 />816.0 <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 =8.00 <br />Rebar Placed at =Center <br />Design Data <br />fb/FB + fa/Fa =0.705 <br />Total Force @ Section <br />=250.0lbs <br />Moment....Actual <br />=1,250.0ft-# <br />Moment.....Allowable =1,772.0 <br />=2.7psi <br />Shear.....Allowable =53.1psi <br />Wall Weight =84.0psf <br />Rebar Depth 'd'=3.81in <br />Masonry Data <br />f'm =2,000psi <br />Fs =psi 20,000 <br />Solid Grouting =Yes <br />Modular Ratio 'n'=16.11 <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 1.000 <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 />P1.112P1.112 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024