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4r .?:1'' <br /> , f Page 11 <br /> DATE: 2/20/2023 COMPANY: Structural Works, PLLC <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Ercin Sahin <br /> CUSTOMER: REVIEWED BY: -- <br /> PROJ.ADDRESS: -- PROJECT NAME: 2352 <br /> LEVEL: Foundation Floor LOADING: ASD <br /> MEMBER NAME: POST TO FB-1 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 5.5 DRY <br /> POST TO FB-1 DIAGRAM <br /> s <br /> a <br /> 3" 8L(A) BL(8) 3.. <br /> I 8' I <br /> COLUMN PROPERTIES <br /> Start(ft)0 End(ft):8 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in") (inn) (lbf/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 1(psi) E(psi)x10' Emin(psi)x10' <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 8 8 8 0 0.73 1.00 1.00 17.45 17.45 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Deflection(in) PASS(98.3 al 0.004(=L/21821) 0.267(=L/360) 8 L <br /> Compressive Stress(psi) PASS(77.6%) 183.4 820.0 0 D+0.75L+0.525E(+)+0.75S 1.6 <br /> REACTIONS Units for V:Ibf Units for M:Ibf-ft <br /> Z axis DEAD LIVE LIVE ROOF SNOW SEISMIC+ SEISMIC- TOTAL <br /> A 2005 1815 745 931 2828 2121 10445 <br /> B 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> LOAD LIST <br /> Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Self Weight(Ibf/ft) 6.9 6.9 0 8 Dead Z <br /> PROJECT:2352 2021 International Building Code ASD <br />