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PASS A Page 42 <br /> DATE: 3/30/2022 COMPANY: 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: 4x6GarageDrJamb CODE: 2018 International Building Code <br /> MEMBER TYPE: COLUMN NDS: 2018 NDS <br /> MATERIAL: I Solid Sawn <br /> Douglas Fir-Larch No.2 (1)3.5 X 5.5 DRY <br /> . .,10 -.191F!TCl-TjWkjW <br /> 10' <br /> Start(ft)0 End(ft):10 <br /> Area Ix ly SSW Lams G Kcr <br /> (in') (in') (in') (Ibf/ft) Creep Factor <br /> 19.25 48.53 19.6S 4.39 1 0.5 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1170 748 180 1485 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 1.3 1.3 1 1.1 1 1 1 <br /> Bending Adjustment Factors Cfu=1 Cr=1 <br /> 1001 91111kyll Py <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 0.28 1.00 1.00 21.82 34.29 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Compressive Stress(psi) PASS (33.8%) 248.9 376.1 0 D 0.9 <br /> offf-ITZ"s 15,111111F 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 4791 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) -4747 - 10 - Dead Z <br /> Self Weight(Ibf/ft) 4.39 4.39 0 10 Dead Z <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />