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PASS A <br /> DATE: 11/10/2023 COMPANY: American Home Planners <br /> STRUCALC BUILD: StruCalc Plus DESIGNED BY: LV <br /> CUSTOMER: Levin REVIEWED BY: LV <br /> PROD.ADDRESS: PROJECT NAME: Tyler Levin Revision Plan <br /> LEVEL: Roof LOADING: ASD <br /> MEMBER NAME: 8FtHdrRoofBm@Storage Loft CODE: 2021 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch [77777WO 2 (1)3.5 X 9.25 DRY <br /> 3in BL(A) J- 3) 3in <br /> Start(ft):0 End(ft):8.33 Member Slope:0/12 Actual Length(ft):8.33 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) ('in`) (in°) (Ibf/ft) Creep Factor <br /> 32.38 230.84 33.05 7.38 1 0.5 1 <br /> ■■�■ <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) FcJ-(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1080 632 180 1350 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 1.2 1.1 1 1 1 1 1 <br /> Bending Adjustment Factors C fu =1 Cr =1 <br /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br /> 1 8.33 0 8.33 0 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(58.2%) 94.1 225.0 8.33 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(49.0%) 677.6 1329.6 8.33 D+Lr 1.25 <br /> Deflection Y(in) PASS (94.9%) 0.029(=L/3445) 0.555(=L/180) 4.165 D+Lr 1.25 <br /> Bearing Stress(psi) '^cc "'^ .1`', 193.3 625.0 0 D+Lr 1.25 <br /> 'Tdk 1[01 041,7W Units for V:Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE ROOF TOTAL <br /> A 780 1250 2030 <br /> 3 780 1250 2030 <br /> RI @x <br /> A 1o84 1735 2819 -- <br /> B -1084 -1735 -2819 <br /> Reaction Location <br /> A B <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />