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• <br /> IIIIIIIIIIIIIIIIIIIIIT PASS <br /> DATE: 6/25/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Ambrose REVIEWED BY: L V <br /> PROJ.ADDRESS: -- PROJECT NAME: Ambrose - Mukilteo <br /> Mukilteo, <br /> LEVEL: Main Floor LOADING: ASD <br /> - MEMBER NAME: 6x6 DF2 Post@Garage CODE: 2018 International Building Code <br /> MEMBER TYPE: COLUMN NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch I No.2 (1)5.5 X 5.5 DRY I I <br /> 6x6 DF2 PostG)Garac e DIAGRAMig— <br /> a <br /> S Abb. <br /> ••• <br /> Malang Length 3.5' <br /> I I <br /> COLUMN PROPERTIES <br /> Start(ft)0 End(ft):9 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in") (in°) (Ibf/ft) Creep Factor <br /> 30.25 76.26 76.26 6.9 1 0.5 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x103 Ernin(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 /> COLUMN DATA <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 9 10 10 0 0.77 1.00 1.00 21.82 21.82 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Compressive Stress(psi) 231.6 485.5 0 D 0.9 <br /> REACTIONS Units for V:Ihf Units for M:Ibf-ft <br /> Z axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 7006 0 0 0 0 0 0 0 0 0 0 <br /> B 0 0 0 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> LOAD LIST <br /> Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Point(Ibf) -6944 - 9 - Dead Z <br /> Self Weight(Ibf/ft) 6.9 6.9 0 9 Dead Z <br /> PROJECT:Ambrose- Mukilteo 2018 International Building Code ASD <br />