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PASS . <br /> DATE: 3/29/2024 COMPANY: American Home Planners <br /> STRUCALC BUILD: StruCalc Plus DESIGNED BY: <br /> CUSTOMER REVIEWED BY: <br /> PROJ.ADDRESS: -- PROJECT NAME: Tyler Levin Revision Plan DBL CHK GRAVITY <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: 22Ft5panUpperFlrBmAbvGarage CODE: 2021 International Building Code <br /> MEMBERTYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Structural Composite Lumber <br /> Weyerhaeuser 22E Parallam PSL (1)525 X 18 DRY <br /> :-T <br /> - - -- -1 <br /> $i 5.3In <br /> „ <br /> W,'l <br /> Start(ft):0 End(it):22 Member Slope:0/12 Actual Length(ft):22 <br /> Area Ix ly SSW Lams Cfn Kcr <br /> (in') (in-) (in+) (Ibf/ft) Creep Factor <br /> 94.5 2551.5 217.05 29.53 1 9 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(ps) E(psi)x103 Emin(psi)x103 <br /> Base Values 2900 2300 290 2900 625 2200 1118.19 <br /> Adjusted Values 2900 2300 290 2900 625 2200 i118 <br /> CM 1 1 1 1 <br /> Bending Adjustment Factors CV =0.96Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values <br /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.MRIF(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br /> 1 22 0 22 0 1.00 0.89 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) 116.9 333.5 0 D+S 1.15 <br /> Bending Stress Y(psi) 1714.4 3188.1 i1 D+S 1.15 <br /> Deflection Y(in) 0.565(=L/467) 1.100(=L/240) 11 D+Lr 1.25 <br /> Bearing Stress(psi) 255.0 625.0 0 D+S 1.15 <br /> of i S ► Units for V.Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE LIVE ROOF SNOW TOTAL <br /> A 3652 585 2970 3712 10919 <br /> B 3652 585 2970 3712 10919 <br /> Reaction Location <br /> A g <br />