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Page 47 <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: 36x36x10FTG@GarageFlrBm CODE: 2018 International Building Code <br /> MEMBER TYPE: 1 ISOLATED FOOTING ACI: ACI 318-14 <br /> MATERIAL: Concrete <br /> 3(ft)X 3(ft)X 10(in) Soil Depth TOF:0(ft) (4)#4 Long,(4)#4 Short <br /> no a •- ® — <br /> r 1467 PSF 1467 PSF <br /> t� T <br /> 3' <br /> 1467 PSF 11467 PSF <br /> FOOTING <br /> fc,(psi) Ec(psi) Density(Ibf/ft3) Width(ft) Length(ft) Depth(in) Volume(ft') <br /> 2500 2880952 145 3 3 10 7.5 <br /> CALCULATION VARIABLES <br /> Bo(in) m-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/" Density(Ibf/ft3) 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 4 4 40000 2.9E+07 <br /> • e e PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO <br /> Soil Bearing Pressure(ibf/ftz) PAS: : :2_2''-:y 1467.1 1500.0 D+L <br /> Two-Way Shear(Punching)(Ibf) PAS$1.5S.7E 21126.4 48750.0 1.2D+1.6L+O.SLr <br /> One-Way Shear (Ibf) fi�A ,,S 4988.2 17550.0 1.2D+1.6L+0.5Lr <br /> Moment X(Ibf-ft) PAa:=r ; _ i 5501.7 15098.0 1.2D+1.6L+O.SLr <br /> One-Way Shear Y(Ibf) p 5S,: ~: -: 4988.2 17550.0 1.2D+1.6L+O.SLr <br /> Moment Y(Ibf-ft) P A 5,5(C 3..0 %,) 5501.7 15098.0 1.2D+1.6L+O.5Lr <br /> Crushing(psi) PASS (57.5 .) 586.8 1381.3 1.2D+1.6L+O.5Lr <br /> Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Point(Ibf) 13204 - 0 Live Z <br /> PROJECT:Carlisle Residence 2018 International Building Code <br />