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IMIIIIIIIIIIIMIIMIT PASS 11 <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: 18x18x10 fTG@eNTRY CODE: 2018 International Building Code <br /> MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-14 <br /> MATERIAL: Concrete <br /> 1.5(ft)X1.5(ft)X 10(in) Soil Depth TOF:0(ft) I (2)#4 Long,(2)#4 Short <br /> 18x18x10� fTG c eNTRY DIAGRAMS it 1027 PSF 1027 PSF <br /> x 'r L,1, I I <br /> I �� I 1.._._ ____Ir <br /> 4" <br /> 11" i � <br /> - ~-- 1• 6 I ' '1, 6 <br /> 1027 PSF 1027 PSF <br /> MATERIAL PROPERTIES <br /> FOOTING <br /> fc'(psi) Ec(psi) Density(Ibf/ft') Width(ft) Length(ft) Depth(in) Volume(ft') <br /> 2500 2880952 145 1.5 1.5 10 1.88 <br /> CALCULATION VARIABLES <br /> Bo(in) m-X 4)-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/ft2) Density(Ibf/ft') Cohesion Friction Angle Depth(ft) Rankine Coeffident(Kp) <br /> 1500 140 0 30 0 3 <br /> REBAR <br /> Bar Size# #Bars Long #Bars Short fy(psi) Es(psi) <br /> 4 2 2 40000 2.9E+07 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO <br /> Soil Bearing Pressure(Ibf/ft2) PASS(31.6%i0) 1026.7 1500.0 D+L <br /> Two-Way Shear(Punching)(Ibf) PASS(91.0%) 3696.0 40950.0 1.2D+1.6L+0.5Lr <br /> One-Way Shear X(Ibf) PASS(98.8%) 102.7 8775.0 1.2D+1.6L+0.5Lr <br /> Moment X(lbf-ft) PASS(82.5% 419.2 2400.0 1.2D+1.6L+0.SLr <br /> One-Way Shear Y(Ibf) PASS(98.8%; 102.7 8775.0 1.2D+1.6L+0.5Lr <br /> Moment Y(Ibf-ft) PASS(82.5% 419.2 2400.0 1.2D+1.6L+0.5Lr <br /> Crushing(psi) PASS(83.3%. 231.0 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) 2310 - 0 - Uve Z <br /> PROJECT:Ambrose- Mukilteo 2018 International Buildinn Code <br />