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Page 57 <br /> -PASS <br /> DATE: 3/30/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Carlisle Residence REVIEWED BY: L V <br /> PROD.ADDRESS: -- PROJECT NAME: Carlisle Residence <br /> LEVEL- Main Floor LOADING: <br /> MEMBER NAME: 24x24x10Spread Ftg @New CODE: 2018 International Building Code <br /> MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-14 <br /> MATERIAL Concrete <br /> 2(ft)X 2(ft)X 10(in) Soil Depth TOR 0(ft) (3)#4 Long,(3)#4 Short <br /> 1 - x 1397 PSF 1397 PSF 116-r Lr <br /> 1' <br /> 4' I <br /> - 4a <br /> I---+ <br /> 2• 4 <br /> lop <br /> 2• <br /> 2• <br /> 1397 PSF 1397 PSF <br /> IMARTIFEWTV •••MOM <br /> FOOTING <br /> fc'(psi) Ec(psi) Density(Ibf/ft) Width(ft) Length(ft) Depth(in) Volume(ft') <br /> 2500 2880952 145 2 2 10 3.33 <br /> CALCULATION VARIABLES <br /> Bo(in) m-X m-Y <br /> 42 0 0 <br /> COLUMN <br /> Width(in) Length(in) Material Offset(in) <br /> 4 4 Wood 0 <br /> SOIL <br /> Bearing Strength(Ibf/ft) Density(Ibf/ft') Cohesion Friction Angle Depth(ft) Rankine Coefficient(Kp) <br /> 2000 140 0 30 0 3 <br /> REBAR <br /> Bar Size# #Bars Long #Bars Short fy(psi) Es(psi) <br /> 4 3 3 40000 2.9E+07 <br /> • • PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO <br /> Soil Bearing Pressure(Ibf/fe) PASS(30.1%) 1397.5 2000.0 D+L <br /> Two-Way Shear(Punching)(Ibf) PASS(78.2%) 89".0 40950.0 1.2D+1.6L+O.SLr <br /> One-Way Shear X(Ibf) PASS(88.9%) 1304.3 11700.0 1.20+1.6L+0.5Lr <br /> Moment X(Ibf-ft) PASS(51.5%) 1552.8 3200.0 1.2D+1.6L+0.5Lr <br /> One-Way Shear Y(Ibf) PASS(88.9%) 1304.3 11700.0 1.2D+1.6L+O.SLr <br /> Moment Y(Ibf-ft) PASS(51.5%) 1552.8 3200.0 1.2D+1.6L+0.5Lr <br /> Crushing(psi) PASS(59.5%) 559.0 1381.3 1.2D+1.6L+0.5Lr <br /> Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Point(Ibf) SS90 - 0 - Live Z <br /> PROJECT:Carlisle Residence 2018 International Building Code <br />