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PASS <br />DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer <br />CUSTOMER: REVIEWED BY: -- <br />PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae <br />-- <br />LEVEL: Basement LOADING: ASD <br />MEMBER NAME: Post Footing South CODE: 2022 California Building Code <br />MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-19 <br />MATERIAL: Concrete <br />2.00 (ft) X 2.00 (ft) X 18 (in) Soil Depth TOF : 0 (ft) Bot.(4) #4 Long, (4) #4 Short <br />MATERIAL PROPERTIES <br />FOOTING <br />Width (ft) Length (ft) Depth (in) Volume (ft³) Footing Weight (lbf/ft) <br />2 2 18 6 870 <br />CONCRETE <br />fc' (psi) Ec (psi) Density (lbf/ft³) Agg. Dia.(in) <br />2500 0 145 0.75 <br />CALCULATION VARIABLES <br />Bo (in) Rankine Coefficient(Kp) <br />0 3 <br />COLUMN <br />Width (in) length (in) Material Offset X (in) Offset Y (in) <br />4 6 Wood 0 0 <br />SOIL <br />Bearing Strength(lbf/ft²) Density (lbf/ft³) Cohesion Friction Angle Depth (ft) <br />1500 110 0 30 0 <br />REBAR <br />Bottom Bar Size # fy (psi) Es (psi) <br />4 40000 2.9E+07 <br />COVER <br />Top Cover (in) Bottom Cover (in) Side Cover (in) <br />3 3 3 <br />PASS-FAIL <br />Soil Bearing Pressure (lbf/ft²) <br />One-Way Shear X (lbf) <br />One-Way Shear Y (lbf) <br />Two-Way Shear (lbf-ft) <br />Moment X (lbf-ft) <br />Moment Y (lbf-ft) <br />Crushing (psi) <br />PASS/FAIL <br />PASS (17.7%) <br />PASS (97.6%) <br />PASS (97.6%) <br />PASS (98.8%) <br />PASS (96.8%) <br />PASS (96.5%) <br />PASS (91.4%) <br />MAGNITUDE <br />1235.3 <br />624.6 <br />624.6 <br />1853.4 <br />1093.1 <br />1199.7 <br />5710.8 <br />STRENGTH <br />1500.0 <br />26550.0 <br />26550.0 <br />157122.3 <br />34026.0 <br />34026.0 <br />66300.0 <br />LOAD COMBO <br />D+0.75L+0.75Lr <br />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />CALCULATION TYPE <br />ASD <br />LRFD <br />LRFD <br />LRFD <br />LRFD <br />LRFD <br />LRFD <br />LOAD LIST <br />Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction <br />Point (lbf) Live 1494 - 0 - Live Z <br />Point (lbf) Dead 2226 - 0 - Dead Z <br />Point (lbf) Roof Live 966 - 0 - RoofLive Z <br />Page 15 <br />2022 California Building Code ASDPROJECT: 2431 Bonnie Brae