Laserfiche WebLink
. J i-7- Page 5 <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: 6FtRoofBmAtRidgePtLd CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> I Douglas Fir-Larch I No.2 I (1)3.5 X 13.25 DRY <br /> 6FtRoofBmAtRid•ePtLd DIAGRAM <br /> . _ <br /> 1 t <br /> 3^ BL(A) BL(B) 3" <br /> I 6. <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):6 Member Slope:0/12 Actual Length(ft):6 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) (in4) (in4) (lbf/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) Fcl(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 /> CT 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 6 0 6 0 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(38.2%) 139.0 225.0 6 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(33.8%) 739.6 1117.5 6 D+Lr 1.25 <br /> Deflection(in) PASS(96.3%) 0.015(=L/4832) 0.400(=L/180) 3 D+Lr <br /> Bearing Stress(psi) PASS(34.5%) 409.4 625.0 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 1677 2622 4299 <br /> B 1677 2622 4299 <br /> M@x <br /> A 2454 3858 6312 <br /> B -2454 -3858 -6312 <br /> Reaction Location <br /> A 33I35 B <br /> PROJECT:Carlson- Herrara 2018 International Building Code ASD <br />