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PASS A Page 21 <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 /> PROJ.ADDRESS: -- PROJECT NAME: Carlisle Residence <br /> LEVEL: Main Floor LOADING: <br /> MEMBER NAME: 36x36x12 Ftg @ full ht post CODE: 2018 International Building Code <br /> MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-14 <br /> MATERIAL: Concrete <br /> 3(ft)X 3(ft)X 12(in) Soil Depth TOP 0(ft) (5)#4 Long,(5)#4 Short <br /> t x 1433 PSF 1433 PSF <br /> x r L Y <br /> 1' 6" <br /> 6� <br /> T F—� <br /> 1' <br /> 71-1/4_, 3• 6 l <br /> 3' <br /> 3' <br /> 1433 PSF 1433 PSF <br /> FOOTING <br /> fc'(psi) Ec(psi) Density(Ibf/ft) Width(ft) Length(ft) Depth(in) Volume(ft') <br /> 2500 2880952 145 3 3 12 9 <br /> CALCULATION VARIABLES <br /> Bo(in) m-X m-Y <br /> 58 0 0 <br /> COLUMN <br /> Width(in) Length(in) Material Offset(in) <br /> 6 6 Wood 0 <br /> SOIL <br /> Bearing Strength(Ibf/ft) Density(Ibf/ft) Cohesion Friction Angle Depth(ft) Rankine Coefficient(Kp) <br /> 1500 140 0 30 0 3 <br /> REBAR <br /> Bar Size# #Bars Long #Bars Short fy(psi) Es(psi) <br /> 4 5 5 40000 2.9E+07 <br /> • • PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO <br /> Soil Bearing Pressure(Ibf/ft) PASS(4.5%) 1432.8 1500.0 D+L <br /> Two-Way Shear(Punching)(Ibf) PASS(72.1%) 20632.0 73950.0 1.2D+1.6L+0.5Lr <br /> One-Way Shear X(Ibf) PASS(83.8%) 3725.2 22950.0 1.2D+1.6L+O.SLr <br /> Moment X(Ibf-ft) PASS(78.3%) 5372.9 24715.7 1.2D+1.6L+O.5Lr <br /> One-Way Shear Y(Ibf) PASS(83.8%) 3725.2 22950.0 1.2D+1.6L+O.SLr <br /> Moment Y(Ibf-ft) PASS(78.3%) 5372.9 24715.7 1.2D+1.6L+0.5Lr <br /> Crushing(psi) PASS(58.5%) 573.1 1381.3 1.2D+1.6L+O.SLr <br /> MI DIRMW <br /> Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Point pbf) 12895 - 0 Live Z <br /> PROJECT:Carlisle Residence 2018 International Building Code <br />