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PASS <br />DATE: 11/27/2024 COMPANY: JRS Engineering & Design LLC <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer <br />CUSTOMER: REVIEWED BY: -- <br />PROJ. ADDRESS: -- PROJECT NAME: 2039 N Victoria Dr <br />-- <br />LEVEL: Basement LOADING: ASD <br />MEMBER NAME: Ridge Beam Footing CODE: 2022 California Building Code <br />MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-19 <br />MATERIAL: Concrete <br />2.5 (ft) X 2.5 (ft) X 24 (in) Soil Depth TOF: 0 (ft) Bot. (7) #4 Long, (7) #4 Short <br />MATERIAL PROPERTIES <br />FOOTING <br />Width (ft) Length (ft) Depth (in) Volume (ft³) Footing Weight (lb/ft) <br />2.5 2.5 24 12.5 1812.5 <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) <br />0 <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) Rankine Coefficient (Kp) <br />2000 110 0 30 0 3 <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) <br />Moment X (lbf-ft) <br />Moment Y (lbf-ft) <br />Crushing (lbf) <br />Compression (ft²) <br />PASS/FAIL <br />PASS (26.6%) <br />PASS (98.1%) <br />PASS (98.1%) <br />PASS (99.0%) <br />PASS (97.0%) <br />PASS (96.7%) <br />PASS (84.8%) <br />PASS (100.0%) <br />MAGNITUDE <br />1467.1 <br />883.1 <br />883.1 <br />2668.1 <br />2554.5 <br />2747.3 <br />10092.0 <br />6.3 <br />STRENGTH <br />2000.0 <br />46687.5 <br />46687.5 <br />258546.7 <br />83776.0 <br />83776.0 <br />66300.0 <br />6.3 <br />LOAD COMBO <br />D+Lr <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 />D <br />CALCULATION TYPE <br />ASD <br />LRFD <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) Roof Live 3159 - 0 - RoofLive Z <br />Point (lbf) Roof Dead 4198 - 0 - Dead Z <br />Page 21 <br />2022 California Building Code ASDPROJECT: 2039 N Victoria Dr <br />2039 N Victoria Drive <br />#24/28/2025