Laserfiche WebLink
PASS <br /> DATE: 3/29/2024 COMPANY: American Home Planners <br /> STRUCALC BUILD: StruCalc Plus DESIGNED BY: <br /> CUSTOMER REVIEWED BY: <br /> PROD.ADDRESS: - PROJECT NAME: Tyler Levin Revision Plan DBL CHK GRAVITY <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: 22FtSpanUpperFlrJst CODE: 2021 International Building Code <br /> MEMBERTYPE: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL* Solid Sawn <br /> Douglas Fr-Larch No.2 (1)3.5 X 11.25 16(in)O.C. DRY <br /> �_T <br /> =in <br /> - TT, <br /> Start(ft):0 End(ft):22 Member Slope:0/12 Actual Length(ft):22 O.C.Spacing(in):16 <br /> Area Ix ly SSW Lams G Kcr <br /> (in Z) (in') (in') (Ibf/ft) Creep:actor <br /> 39.38 415.28 40.19 8.98 1 0.5 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc.L(psi) E(psi)x10' Emin(psi)x10' <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1.138 575 .180 1350 625 1600 580 <br /> CM 1 1 1 1 1 1 1 <br /> CT 1 i 1 1 1 1 1 <br /> Ci 1 1 1 1 1 1 1 <br /> C F <br /> Bending Adjustment Factors C fu=1 Cr=1.15 <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 1.00 0.91 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) 44.7 180.0 0 D-L i <br /> Bending Stress Y(psi) 1048.1 1138.5 11 D+L 1 <br /> Deflection Y(in) 0.845(=L/312) 1.100(=L/240) 11 D+L 1 <br /> Bearing Stress(psi) 111.7 625.0 0 D+L 1 <br /> e • Units for v:Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE TOTAL <br /> A 392 780 1172 <br /> B 392 780 1172 <br /> Reaction Location <br /> A 6 <br />