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P ' Page 1 <br /> '''14-',, '-‘ :A;".A <br /> DATE: 10/28/2022 COMPANY: American Home Planners <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: L V <br /> CUSTOMER: Carlson - Herrara REVIEWED BY: L V <br /> PROJ.ADDRESS: -- PROJECT NAME: Carlson - Herrara <br /> Everett WA, <br /> LEVEL: Roof LOADING: ASD <br /> MEMBER NAME: 18Ft Span Rafter CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF RAFTER NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Hem-Fir No.2 I (1)1.5 X 11.25 24(in)O.C. DRY <br /> 18Ft Sean Rafter DIAGRAM <br /> _ _ <br /> 4 <br /> 5.5"BL(B) BL(C) 5.5" <br /> 1' 6.. I 10• <br /> 11' 6" I <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):11.5 Member Slope:12/12 Actual Length(ft):16.26 Roof Pitch:12/12 O.C.Spacing(in):24 <br /> Area lx ly BSW Lams G Kcr <br /> (in') (in4) (in°) (Ibf/ft) Creep Factor <br /> 16.88 177.98 3.16 3.33 1 0.43 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 850 525 150 1300 405 1300 470 <br /> Adjusted Values 978 525 150 1300 405 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 =1.15 <br /> BEAM DATA <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 1.5 0 1.5 1.5 1.00 0.80 1.00 1.00 <br /> 2 10 0 10 10 1.00 0.99 1.00 1.00 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS (61.3%) 72.6 187.5 11.5 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(25.5%) 730.0 980.2 11.5 D+Lr 1.25 <br /> Deflection(in) PASS(90.5%) 0.090(=L/1890) 0.943(=L/180) 6.55 D+Lr <br /> Compressive Stress(psi) PASS(96.9%) 47.3 1550.8 1.61 D+Lr 1.25 <br /> Tensile Stress(psi) PASS(92.6%) 48.4 656.3 11.5 D+Lr 1.25 <br /> Bearing Stress(psi) PASS(79.0%) 91.0 432.6 1.5 D+Lr 1.25 <br /> Bending-Compression(Unit) PASS (29.9%) 0.70 1.00 1.61 D+Lr 1.25 <br /> Bending-Tension(Unit) PASS(32.9%) 0.67 1.00 11.5 D+Lr 1.25 <br /> 30)3s <br /> PROJECT:Carlson - Herrara 2018 International Building Code ASD <br />