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Page 13 <br /> DATE: 2/20/2023 COMPANY: Structural Works, PLLC <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Ercin Sahin <br /> CUSTOMER: REVIEWED BY: -- <br /> PROJ.ADDRESS: -- PROJECT NAME: 2352 <br /> LEVEL: Foundation Floor LOADING: <br /> MEMBER NAME: F-1 CODE: 2021 International Building Code <br /> MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-19 <br /> MATERIAL: ; Concrete <br /> 2(ft)X 2(ft)X 12(in) Soil Depth TOF:0(ft) (3)#4 Long,(3)#4 Short <br /> F-1 DIAGRAMS <br /> [ x 1387 PSF 1387 PSF <br /> )4-Y L_v ( i <br /> 6' 1' <br /> 1 <br /> 6— <br /> I. I <br /> 2' 6.. <br /> 1' 8 1I2" <br /> I I — ___ <br /> — — 1 ,;. <br /> 2' <br /> i <br /> 1387 PSF 1387 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 2 2 12 4 <br /> CALCULATION VARIABLES <br /> Bo(in) -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 3 3 40000 2.9E+07 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO <br /> Soil Bearing Pressure(Ibf/ft) PASS(7.5%) 1387.2 1500.0 D+0.75L+0.525E(+)+0.75S <br /> Two-Way Shear(Punching)(lbf) PASS(90.2%) 7234.8 73950.0 1.2D+1.0E(+)+L+0.2S <br /> One-Way Shear X(Ibf) PASS(99.0%) 150.7 15300.0 1.2D+1.0E(+)+L+0.2S <br /> Moment X(Ibf-ft) PASS(79.7%) 1017.4 5000.0 1.2D+1.0E(+)+L+0.2S <br /> One-Way Shear Y(Ibf) PASS(99.0%) 150.7 15300.0 1.2D+1.0E(+)+L+0.2S <br /> Moment Y(lbf-ft) PASS(79.7%) 1017.4 5000.0 1.2D+1.OE(+)+L+0.25 <br /> Crushing(psi) PASS(85.5%) 201.0 1381.3 1.2D+1.0E(+)+L+0.2S <br /> LOAD LIST <br /> Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> PROJECT:2352 2021 International Building Code <br />