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• <br /> • <br /> PA Page 3 <br /> S <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: 5FtRidgeBmAtLanding CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (1)3.5 X 13.25 DRY <br /> 5FtRid•eBmAtLandin• DIAGRAM <br /> _— ---- <br /> 1 4 <br /> 3" BL(A) BL(B) 3" <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):5.5 Member Slope:0/12 Actual Length(ft):5.5 <br /> Area lx ly BSW Lams G Kcr <br /> (in2) (in4) (in4) (Ibf/ft) Creep Factor <br /> 46.38 678.48 47.34 10.58 1 0.5 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 900 575 180 1350 625 1600 580 <br /> Adjusted Values 900 518 180 1215 625 1600 580 <br /> CM 1 1 1 1 1 1 1 <br /> Cl 1 1 1 1 1 1 1 <br /> Ci 1 1 1 1 1 1 1 <br /> CF 1 0.9 1 0.9 1 1 1 <br /> Bending Adjustment Factors Cfu =1 Cr =1 <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 5.5 0 5.5 0 1.00 1.00 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 (79.0%) 47.2 225.0 0 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(86.0%) 156.7 1119.5 0 D+Lr 1.25 <br /> Deflection(in) PASS(99.5%) 0.002(=L/33003) 0.367(=L/180) 2.75 D+Lr <br /> Bearing Stress(psi) PASS(77.8%) 139.0 625.0 0 D+Lr 1.25 <br /> REACTIONS Units for V:lbf Units for M:Ibf-ft <br /> Y axis DEAD LIVE ROOF TOTAL <br /> A 565 894 1459 <br /> B 565 894 1459 <br /> M@x <br /> A 518 819 1337 <br /> B -518 -819 -1337 <br /> Reaction Location <br /> A 32\35 B <br /> PROJECT:Carlson - Herrara 2018 International Building Code ASD <br />