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Page 43 <br /> DATE: 3/30/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED SY: 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: 24x24x10fTG@GarDrJamb CODE: ( 2018 International Building Code <br /> MEMBER TYPE: ISOLATED FOOTING ACL• 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 /> e ® a i ♦ maw <br /> cf R 1187 PSF 1187 PSF <br /> x "r �-v <br /> 1' <br /> R. 2 8m. <br /> tOF°` Ian-•^--^ -I _J <br /> 2• <br /> 1187 PSF 1187 PSF <br /> ♦ I 1.1 Mel e <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 /> 50 0 0 <br /> COLUMN <br /> Width(in) Length(in) Material Offset(in) <br /> 6 6 Concrete 0 <br /> SOIL <br /> Bearing Strength(Ibf/ft) Density(Ibf/ft') Cohesion Friction Angie 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 3 3 40000 2.9E+07 <br /> e <br /> PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO <br /> Soil Bearing Pressure(Ibf/ft3) PASS 1186.8 1500.0 D+L <br /> Two-Way Shear(Punching)(Ibf) P.S.s,( 4,,4 J) 7595.2 48750.0 1.2D+1.6L+0.5Lr <br /> One-Way Shear X(Ibf) ._ 2;.2, 791.2 11700.0 1.2D+1.6L+0.5Lr <br /> Moment X(Ibf-ft) PAS, > ; _ `!,;i 1068.1 3200.0 1.2D+1.6L+O.SLr <br /> One-Way Shear Y(Ibf) PASS ?era. 791.2 11700.0 1.2D+1.6L+0.5Lr <br /> Moment Y(Ibf-ft) Ro=S u' ,S 1068.1 3200.0 1.2D+1.6L+O.SLr <br /> Crushing(psi) _PASS 211.0 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) 4747 0 Live 2 <br /> PROJECT:Carlisle Residence 2018 International Building Code <br />