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- <br /> 4. <br /> ® , . ,, Page 9 <br /> ii .rZlia*r"ilIMIMIEr .v <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: 3FtHdrBm@Landing 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 7.25 DRY ' <br /> 3FtHdrBm . Landing DIAGRAM <br /> V, <br /> 3" BL(A) BL.(B) 3' <br /> I 3'3-61/64" <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):3.33 Member Slope:0/12 Actual Length(ft):3.33 <br /> Area lx ly BSW Lams G Kcr <br /> (in2) (in') (in4) (lbf/ft) Creep Factor <br /> 25.38 111.15 25.9 5.79 1 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 690 180 1417 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 1.2 1 1.05 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 3.33 0 3.33 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(77.0%) 51.7 225.0 0 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(81.5%) 269.4 1458.9 0 D+Lr 1.25 <br /> Deflection(in) PASS(98.6%) 0.003(=L/13320) 0.222(=L/180) 1.66 D+Lr <br /> Bearing Stress(psi) PASS(86.7%) 83.3 625.0 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 344 530 874 <br /> B 344 530 874 <br /> M@x <br /> A 270 418 688 <br /> B -270 -418 -688 <br /> Reaction Location <br /> A 3L\ l35 B <br /> PROJECT:Carlson - Herrara 2018 International Building Code ASD <br />