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1013 RUCKER AVE 2025-08-20
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1013 RUCKER AVE 2025-08-20
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Last modified
8/20/2025 8:53:48 AM
Creation date
7/22/2025 10:02:32 AM
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Address Document
Street Name
RUCKER AVE
Street Number
1013
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PASS A <br /> DATE: 11/10/2023 COMPANY: American Home Planners <br /> STRUCALC BUILD: StruCalc Plus DESIGNED BY: LV <br /> CUSTOMER: Levin REVIEWED BY: LV <br /> PROJ.ADDRESS: -- PROJECT NAME: Tyler Levin Revision Plan <br /> LEVEL: Basement LOADING: ASD <br /> MEMBER NAME: 30x30x1OFTg@LeftGarDrJamb CODE: 2021 International Building Code <br /> MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-19 <br /> MATERIAL: Concrete <br /> 2.5(ft)X 2.5(ft)X 10(in) Soil Depth TOR 0(ft) Bot.(3)#4 Lonq,(3)#4 Short <br /> mfftmalm . � . � <br /> FOOTING <br /> Width(ft) Length(ft) Depth(in) Volume(ft3) Footing Weight(lb/ft) <br /> 2.5 2.5 10 5.21 755.21 <br /> CONCRETE <br /> fc'(psi Ec(psi) Density(!bf/Pt') 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 /> 6 6 Wood 0 0 <br /> SOIL <br /> Bearing Strength(Ibf/ft') Density(Ibf/ft) Cohesion Friction Angle Depth(ft) Rankine Coefficient(I(p) <br /> 1500 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 MAGNITUDE STRENGTH LOAD COMBO CALCULATION TYPE <br /> Soil Bearing Pressure Qbf/ft2) PASS(17.0%) 1245.6 1500.0 D+L ASD <br /> One-Way Shear X(Ibf) PASS (82.0%) 3233.8 18000.0 1.2D+1.6L,-O.5Lr LRFD <br /> One-Way Shear Y(Ibf) PASS (82.0%) 3233.8 13000.0 1.2D+1.6L+O.SLr LRFD <br /> Two-Way Shear(Ibf-ft) PASS (84.9%) 9216.3 61200.0 1.2D+1.6L+0.5Lr LRFD <br /> Moment X(Ibf-ft) PASS(75.5%) 2847.2 11600.7 1.2D+1.6L+O.SLr LRFD <br /> Moment Y(Ibf-ft) PASS(75.5%) 2847.2 11600.7 1.2D+1.6L+0-5Lr LRFD <br /> Crushing (psi) PASS(88.7%) 11248.0 99450.0 1.213+1.61_+O.SLr LRFD <br /> Compression(ft� PASS 000.0%) 6.3 6.3 D LRFD <br /> • � � TRW <br /> Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Point(Ibf) Point, 7030 0 Live Z <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />
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