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PA55 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: Main Floor LOADING: ASD <br /> MEMBER NAME: 16FtGarageDrHdr CODE: 2021 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Structural Composite Lumber <br /> Weyerhaeuser 2.0E Parallam PSL (1)5.25 X 14 DRY <br /> BL(8) 5.5in <br /> Start(ft):0 End(ft):16.33 Member Slope:0/12 Actual Length(ft):16.33 <br /> Area Ix ly BSW Lams Cfn Kcr <br /> (in') (in') (in-) (Ibf/ft) Creep Factor <br /> 73.5 1200.5 168.82 22.97 1 9 1 <br /> ..�. <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)x103 Ern-in(psi)x103 <br /> Base Values 2900 2300 290 2900 625 2000 1016.535 <br /> Adi Listed Values 2900 2300 290 2900 625 2000 1017 <br /> CM 1 1 1 1 1 1 1 <br /> CT 1 1 1 1 1 1 1 <br /> Bending Adjustment Factors CV =0.98Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values <br /> 11�111 <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 16.33 0 16.33 0 <br /> 115• . <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) __ /o) 242.8 362.5 16.33 D+0.75L+0.75Lr 1.25 <br /> Bending Stress Y(psi) -ASS(47.4%) 1480.4 2815.7 16.33 D+L 1 <br /> Deflection Y(in) ?ASS(86.6%) 0.110(=L/1780) 0.816(=U240) 8.165 D+L 1 <br /> Bearing Stress(psi) ?ASS (34.9%) 412.0 625.0 16.33 D+0.75L+0.7SLr 1.25 <br /> ' •IRW Units for V:Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE LIVE ROOF TOTAL <br /> A 2622 3915 492 7029 <br /> B 5863 3285 4760 13908 <br /> IV @x <br /> A 7305 10643 1552 19500 <br /> B -10869 -10289 -6089 -27247 <br /> Reaction Location <br /> A B <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />