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• <br /> IIIIIIIIIIIIIIIIIIr PASSII <br /> DATE: 6/25/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Ambrose REVIEWED BY: L V <br /> _ PROJ.ADDRESS: -- PROJECT NAME: Ambrose - Mukilteo <br /> Mukilteo, <br /> LEVEL: Basement LOADING: <br /> MEMBER NAME: 30x30x10 Ftg@Garage CODE: 2018 International Building Code <br /> MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-14 <br /> MATERIAL: Concrete <br /> 2.5(ft)X 2.5(ft)X 10(in) Soil Depth TOF:0(ft) (4)#4 Long,(4)#4 Short <br /> 30x30x10 Ft. cbGarac e DIAGRAMS X1112 PSF 1112 PSF <br /> xl"I L y 3.. <br /> 6" S <br /> 1 AL <br /> 10- H1-43164- ( 2 6`. a 6pJ- <br /> i 2' 6.. I , _ , <br /> — <br /> 2' 6" <br /> 1112 PSF 1112 PSF <br /> MATERIAL PROPERTIES <br /> FOOTING <br /> fc'(psi) Ec(psi) Density(Ibf/fts) Width(ft) Length(ft) Depth(in) Volume(fts) <br /> 2500 2880952 145 2.5 2.5 10 5.21 <br /> CALCULATION VARIABLES <br /> Bo(in) 0-X 0-Y <br /> 50 0 0 <br /> COLUMN <br /> Width(in) Length(in) Material Offset(in) <br /> 6 6 Concrete 0 <br /> SOIL <br /> Bearing Strength(Ibf/fts) Density(lbf/ft3) Cohesion Friction Angle Depth(ft) Rankine Coefficient(Kp) <br /> 1500 140 0 30 0 3 <br /> REBAR <br /> Ber Size# #Bars Long #Bars Short fy(psi) Es(psi) — --� <br /> 4 4 4 40000 2.9E+07 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO <br /> Soil Bearing Pressure(Ibf/ft2) PASS(25.9%) 1111.0 1500.0 D+L <br /> Two-Way Shear(Punching)(Ibf) PASS(77.2%) 11110.4 48750.0 1.2D+1.6L+0.5Lr <br /> One-Way Shear X(Ibf) PASS(86.1%) 2036.9 14625.0 1.2D+1.6L+0.5Lr <br /> Moment X(Ibf-ft) PASS(44.4% 2222.1 4000.0 1.2D+1.6L+0.5Lr <br /> One-Way Shear Y(Ibf) PASS(86.1%) 2036.9 14625.0 1.2D+1.6L+0.5Lr <br /> Moment Y(Ibf-ft) PASS(44.4%) 2222.1 4000.0 1.2D+1.6L+0.5Lr <br /> Crushing(psi) PASS(77.7%) 308.6 1381.3 1.2D+1.6L+0.5Lr <br /> LOAD LIST <br /> Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Point(Ibf) 6944 - 0 - Live Z <br /> PROJECT:Ambrose- Mukilteo 2018 International Buildina Code <br />