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IAA Page 4 <br /> DATE: 2/20/2023 COMPANY: Structural Works, PLLC <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Ercin Sahin <br /> CUSTOMER: REVIEWED BY: -- <br /> PROD.ADDRESS: -- PROJECT NAME: 2352 <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: POST TO HDR-1 CODE: 2021 International Building Code <br /> MEMBER TYPE: COLUMN NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (2)1.5 X 5.5 DRY <br /> POST TO HDR-1 DIAGRAM <br /> 1 <br /> BL (A) 81(B) 3" <br /> I <br /> COLUMN PROPERTIES <br /> Start(ft)0 End(ft):10 <br /> Area lx ly BSW Lams G Kcr <br /> (in') (inn) (in°) (lbf/ft) Creep Factor <br /> 16.5 41.59 12.38 3.76 2 0.5 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(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 /> 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 10 10 10 0 0.10 1.00 1.00 21.82 40 <br /> PASS-FAIL -- - <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Deflection(in) PASS(99.7%) 0.001(=L/109080) 0.333(=L/360) 10 Lr <br /> Compressive Stress(psi) PASS(79.8%) 34.6 171.9 0 D+S 1.15 <br /> REACTIONS Units for V:Ibf Units for M:lbf-ft <br /> Z axis DEAD LIVE ROOF SNOW TOTAL <br /> A 272 240 300 812 <br /> B 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) - 3.76 3.76 0 10 Dead Z <br /> PROJECT:2352 2021 International Building Code ASD <br />