Laserfiche WebLink
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: New Continuous Footing CODE: 2022 California Building Code <br />MEMBER TYPE: CONTINUOUS FOOTING ACI: ACI 318-19 <br />MATERIAL: Concrete <br />1.5 (ft) Wide X 24 (in) Deep Soil Depth TOF: 0 (ft) Unreinforced (Plain) Concrete <br />MATERIAL PROPERTIES <br />FOOTING <br />Width (ft) Depth (in) Footing Weight (lb/ft) Stemwall Weight (lb/ft) <br />1.5 24 435 12.08333 <br />CONCRETE <br />fc' (psi) Ec (psi) Density (lbf/ft³) Agg. Dia. (in) <br />2500 2850000 145 0.75 <br />STEM WALL <br />Width (in) Height (in) Material Stemwall Offset (in) <br />6 2 Wood 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 # Bottom Bar Spacing (in.) fy (psi) Es (psi) <br />None 3 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 />Moment (lbf-ft) <br />Compression (ft²) <br />PASS/FAIL <br />PASS (66.9%) <br />PASS (99.6%) <br />PASS (100.0%) <br />MAGNITUDE <br />662.1 <br />93.8 <br />1.5 <br />STRENGTH <br />2000.0 <br />21600.0 <br />1.5 <br />LOAD COMBO <br />D+Lr <br />1.2D+1.6Lr+L <br />D <br />CALCULATION TYPE <br />ASD <br />LRFD <br />LRFD <br />LOAD LIST <br />Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction <br />Uniform (lbf/ft) Dead 383 383 0 1 Dead Z <br />Uniform (lbf/ft) Roof Live 163 163 0 1 RoofLive Z <br />Page 25 <br />2022 California Building Code ASDPROJECT: 2039 N Victoria Dr <br />2039 N Victoria Drive <br />#24/28/2025