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PASS <br /> Page 46 <br /> DATE: 3/30/2022 COMPANY: I American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Carlisle Residence REVIEWED BY: L V <br /> PROD.ADDRESS: -- PROJECT NAME: Carlisle Residence <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: 6x6 df#1 col/post@Garage CODE: 2018 International Building Code <br /> MEMBER TYPE: COLUMN NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.1 (1)5.5 X 5.5 DRY <br /> I , <br /> 1 ,p• —I <br /> Start(ft)0 End(ft):10 <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 /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x10' Emin(psi)x10' <br /> Base Values 1200 825 170 1000 625 1600 580 <br /> Adjusted Values 1200 825 170 1000 625 1600 580 <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=0.74Cr =1 <br /> • R & A <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 0.73 1.00 1.00 21.82 21.82 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Compressive Stress(psi) ==.Ss 438.8 653.9 0 D 0.9 <br /> NTFW Units for V.Ibf Units for M:Ibf-ft <br /> Z axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 13273 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 /> Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Point(Ibf) -13204 - 10 - Dead Z <br /> Self Weight(Ibf/ft) 6.9 6.9 0 10 Dead Z <br /> PROJECT.Carlisle Residence 2018 International Building Code ASD <br />