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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 /> PROD.ADDRESS: -- PROJECT NAME: Tyler Levin Revision Plan <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: 6x6DF2RightGarDrJamb CODE: 2021 International Building Code <br /> MEMBER TYPE: COLUMN NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (1)5.5 X 7.5 DRY <br /> • ! • . <br /> Sin BL(A) 3--,31 Sin <br /> L <br /> 1� <br /> Start(ft)0 End(ft):10 <br /> Area Ix ly BSW Lams G Kcr <br /> Cn� (in`) (in') (Ibf/ft) Creep Factor <br /> 412S 193.36 103.98 9.41 1 0.5 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emir(psi)x103 <br /> Base Values 750 475 170 700 625 1300 470 <br /> Acljusted Values 750 475 170 700 625 1300 470 <br /> CM 1 1 1 1 1 1 1 <br /> CT 1 1 1 1 1 1 1 <br /> Ci 1 1 1 1 1 1 1 <br /> CF 1 1 1 1 1 1 1 <br /> Berding Adjustment Factors C fu =1 Cr =1 <br /> Unbraced Length(ft) Column End <br /> Span Length(ft) X Y Offset CID Ke(X Axis) Ke(Y k(is) KeL/d(X Axis) Kel./d(Y Axis) <br /> 1 10 10 10 0 16 21.82 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Compressive Stress(psi) PASS(30.1%) 339.4 485.5 0 D 0.9 <br /> • Units for V:Ibf Units for M:Ibf-ft <br /> Z axis DEAD TOTAL <br /> A 14002 14002 <br /> B 0 0 <br /> Reaction Location <br /> �ir Y <br /> A <br /> B <br /> Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Axial(Ibf) Axial -13908 -13908 10 10 Dead Z <br /> Self Weight(Ibf/ft) 9.41 9.41 0 10 Dead Z <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />