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F 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: Main Floor LOADING: ASD <br /> MEMBER NAME: 6x6DF2LeftGarDrJamb 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 5.S DRY <br /> .1 • &I' <br /> 3in BL(A) gL(6) Sin <br /> 10, <br /> Start(ft)0 End(ft):10 <br /> Area Ix ly SSW Lams G Kcr <br /> (ins} (in`) (in`) (Ibf/ft) Creep Factor <br /> 30.25 76.25 76.25 6.9 1 0.5 1 <br /> •••• <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 750 475 170 700 625 1300 470 <br /> Adjusted 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 /> Bending Adjustment Factors Cfu =1 Cr=1 <br /> Unbraced Length(ft) Column End <br /> Span Length(ft) X Y offset CP Ke(X Axis) Ke(Y Axis) Kel./d(X Axis) Kel./d(Y Axis) <br /> 1 10 10 10 0 21.82 21.82 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Compressive Stress(psi) 234.7 485.5 0 D 0.9 <br /> • Units for V:Ibf Units for M:Ibf-ft <br /> Z axis DEAD TOTAL <br /> --- ----- ---- ----- --- <br /> A 7099 7099 <br /> B 0 0 <br /> Reaction Location <br /> A B <br /> • • � NEW <br /> Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Axial(Ibf) Axial -7030 -7030 10 10 Dead Z <br /> Self Weight(Ibf/ft) - 6.9 6.9 0 10 Dead Z <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />