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Page 15 <br /> to <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: New Continuous Footing CODE: 2021 International Building Code <br /> MEMBER TYPE: CONTINUOUS FOOTING ACI: ACI 318-19 <br /> MATERIAL: Concrete <br /> 1.333(ft)Wide X 8(in)Deep Soil Depth TOF:0(ft) Longit:(2)#4 Bars <br /> New Continuous Footin• DIAGRAMS <br /> X <br /> 8•• Ly 8- <br /> l. i <br /> t. G.. <br /> 9- <br /> s• i i { <br /> I <br /> I <br /> 1` 4- V 4- <br /> I g„ 1 <br /> MATERIAL PROPERTIES <br /> FOOTING <br /> fc (psi) Ec(psi) Density(lbf/ft') Width(ft) Depth(in) <br /> 2500 2880952 145 1.333 8 <br /> STEM WALL <br /> Width(in) Height(in) Material Offset(in) <br /> 8 18 Concrete 0 <br /> SOIL <br /> Bearing Strength(Ibf/ft2) Density(lbf/ft') Cohesion Friction Angle Depth(ft) Rankine Coefficient(Kp) <br /> 1500 140 0 30 0 0 <br /> REBAR <br /> Bar Size# Transv.Spacing(in) #Longit.Bars fy(psi) Es(psi) <br /> 4 None 2 40000 2.9E+07 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO <br /> Soil Bearing Pressure(Ibf/ftz) PASS(50.2%) 747.0 1500.0 D+0.75L+0.755 <br /> One-Way Shear Y(Ibf) PASS(92.2%) 315.9 4050.0 1.2D+1.6S+L <br /> Moment Y(Ibf-ft) PASS(93.3%) 60.1 900.0 1.2D+1.6S+L <br /> LOAD LIST <br /> Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Uniform(lbf/ft) Uniform 192 192 0 1 Dead Z <br /> Uniform(lbf/ft) Uniform 220 220 0 1 Live Z <br /> Uniform(lbf/ft) Uniform 55 55 0 1 Dead Z <br /> Uniform(Ibf/ft) Uniform 325 325 0 1 Snow Z <br /> Uniform(Ibf/ft) Uniform 260 260 0 1 RoofLive Z <br /> Uniform(Ibf/ft) Uniform 195 195 0 1 Dead Z <br /> Stemwall Weight(lbf/ft) 145 145 0 1 Dead Z <br /> PROJECT:2352 2021 International Building Code <br />