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PASS A <br /> DATE: 11/10/2023 COMPANY: American Nome 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: 22FtUpperFlrBmAbvGarage 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 11.25 DRY <br /> ••' � • .• ` <br /> 44 <br /> 5.5inBL(A) <br /> BL(B) S.Sin <br /> TJ • 0. <br /> Start(ft):0 End(ft):22 Member Slope:0/12 Actual Length(ft):22 <br /> Area Ix Iy SSW Lams Cfn Kcr <br /> on') (in`) (in°) (Ibf/ft) Creep Factor <br /> 59.06 622.92 135.66 18.46 1 9 1 <br /> ..o. <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc.L(psi) E(psi)x10' Emin(psi)x10' <br /> Base Values 2900 2300 290 2900 625 2000 1016.535 <br /> Adjusted 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 /> Berding Adjustment Factors CV =1.01 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values <br /> 11 <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 22 0 22 0 <br /> mmw <br /> e • PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) - - . -io) 189.5 362.5 0 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS (13.7%) 2965.0 3437.1 0 D+Lr 1.25 <br /> Deflection Y(in) PASS (47.8%) 0.574(=L/460) 1.100(=L/240) 11 D+Lr 1.25 <br /> Bearing Stress(psi) PASS(58.6%) 2S8.4 625.0 0 D+Lr 1.25 <br /> • • Units for V:Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE LIVE ROOF TOTAL <br /> A 3612 585 3850 8047 <br /> B 3612 585 3850 8047 <br /> M @x <br /> A 13246 2146 14117 29509 <br /> B -13246 -2146 -14117 -29509 <br /> Reaction Location <br /> A B <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />