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PASS <br /> DATE: 11/10/2023 COMPANY: American Home Planners <br /> STRUCALC BUILD: StruCalc Plus DESIGNED BY: LV <br /> CUSTOMER: Levin REVIEWED BY: LV <br /> PROD.ADDRESS: -- PROJECT NAME: Tyler Levin Revision Plan <br /> LEVEL: Basement LOADING: ASD <br /> MEMBER NAME: 42X42x10FTg@RightGarDrJamb CODE: 2021 International Building Code <br /> MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-19 <br /> MATERIAL: Concrete <br /> 3.5(ft)X 3.5(ft)x 10(in) Soil Depth TOR 0(ft) Bot.(4)#4 Long,(4)#4 Short <br /> FOOTING <br /> Width(ft) Length(ft) Depth(ir) Volume(ft3) Footing Weight(lb/ft) <br /> 3.5 3.5 10 10.21 1480.21 <br /> CONCRETE <br /> fc,(psi) Ec(psi) Density'Ibf/`t3) Agg.Dia.(in) <br /> 2500 0 145 0.75 <br /> CALCULATION VARIABLES <br /> Bo(in) <br /> 0 <br /> COLUMN <br /> Width(in) Length(in) Material Offset X(in) Offset Y(in) <br /> 6 8 Wood 0 0 <br /> SOIL <br /> Bearing Strength(Ibf/ft) Density(Ibf/ft) Cohesion Friction Angle Depth(ft) Rankine Coefficient(Kp) <br /> 1500 110 0 30 0 3 <br /> REBAR <br /> Bottom Bar Size# fy(psi) Es(psi) <br /> 4 40000 2.9E+07 <br /> COVER <br /> Top Cover(in. Bottom Cover(in. Side Cover(in. <br /> 3 3 3 <br /> lip <br /> PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO CALCULATION TYPE <br /> Soil Bearing Pressure(Ibf/ft') PASS (16.3%) 1256.2 1500.0 D+L ASD <br /> One-Way Shear X(Ibf) PASS(69.3%) 7748.7 25200.0 1.2D+1.6L-0.5Lr LRFD <br /> One-Way Shear Y(Ibf) PASS(69.3%) 7748.7 25200.0 1.2D+1.6L-0.5Lr LRFD <br /> Two-Way Shear Qbf-ft) PASS(69.9%) 19880.4 66000.0 1.2D+1.6L+0.5Lr LRFD <br /> Moment X(Ibf-ft) PASS (48.5%) 7969.5 15488.4 1.2D+1.6L+O.SLr LRFD <br /> Moment Y(Ibf-ft) PASS (45.8%) 8394.5 15488.4 1.2D+1.6L+0.5Lr LRFD <br /> Crushing (psi) PASS (83.2%) 22252.8 132600.0 1.2D+1.6L+O.SLr LRFD <br /> Compression(ft� PASS(100.0%/ 12.3 12.3 D LRFD <br /> � � � <br /> Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Point(Ibf) Point 13908 0 - Live Z <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />