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. � � <br /> Floor Joistf 20081nlematione�Buildinp Code(OS NDS11 Ve�:7 01.10 <br /> Bv:Doup Ennilaon,Impression Dasign on:03-10-Y009:3��1:iK PM � <br /> ProiecC 2078 Grand Ave•Location:dortner fioarJoists <br /> Summary: <br /> (3)1.51Nx3.51Nx8.25FT �iBO.C.lN2•Hem•Fir-DryUse <br /> Seciion Atleouate Bv:4.Oqo Contmllinp Fedoc Moment ol Inertia/Depth Required 3A5In <br /> •Prooerlv�nneci sheathing lo double�oislslreflers ar(ully laminre ta Irensfer diephragm farces. <br /> CenlerSpan DeOedions: <br /> Deatl Load: DlC-Cenler- 0.05 IN <br /> Live Load: U O�Cenler- 0,15 IN=U515 <br /> Total Lcad: Tl0-Canter- 010 IN=U374 <br /> Center Span Lefl End Resdions(Support A): <br /> Live Load: LL-Rzn-A= 272 LB <br /> Dead Load: DL-Rm-A= 91 LB <br /> Totil Load: TL•Rm•A= 363 LB <br /> Beanna Lena�h Required(Beam only,support capadty not checketl): BL-A= 0.20 It! <br /> Center Span Riqhl Fnd Readions(Support 8): <br /> Livr LoaC: LL-Rxn�B- tIB L B <br /> Dead Load: DL•Rzn�B= 63 L9 <br /> Tolal Load: TL-RzmB= 212 L�8 <br /> Beanng Lengih Required(Beam onty,suppnrt wpadty noi checked�: BL-B=� 0.12 IN <br /> Joist Data� <br /> Center Span Lenqth: L2= 625 FT <br /> Floor sheal�inp epolieA lo top ofjnisls-top of joisls ful�y braced. <br /> Live Load Durelion Feclor: Ctl= 1.00 <br /> Live Load Dellecl.Cnteria: U 480 <br /> Total LoaA De9eq.Cnleria: U 38U <br /> Center SDan LoaAinq: <br /> Uniform Floor Loading: <br /> LiveLoad: LL-2= 0.0 PSF <br /> CeaA Load: DL-2= 3.0 PSF <br /> Tolal Load: TL•2= 3.0 PSF <br /> 'btalLoadAdjustedforJolstSpaung: wT-2= 5 PLf <br /> Wall Loalinq <br /> �Nall One Live Laad fPetp.to Joisis): PL7-2= 171 PLF <br /> WallOneDeedLoadlPerotoJoistsl: PD1-2= 85 PLF <br /> Wall Onc Load Location(From left end ol span): X7-2= 2.75 FT <br /> Partially Disln6uted Load <br /> Live Load: PDLL•2= 40.0 PSF <br /> Dead Load: fDDL-2= 7.0 PSF <br /> Load Start: A-2= 0.0 PT <br /> Load End: 8�2= 2.75 fT <br /> Load Lenqih: G2= 275 FT <br /> PropeAies For.A2-Hem-Pif <br /> Oendinq Slress: Fb= 850 PSI <br /> Shear Stress: Fv= 550 PSI <br /> Modulusol[lasticity: E= 1700000 PSI <br /> Adiusted Modulus of Elasticily: E-Min= 470000 P51 <br /> StrcssPeryendiculartoGrain: Fc-pery= 405 PSI <br /> Adjusled Propetlies <br /> Fb'(Tension): Fh'= 1468 PSI <br /> Adjustmenl Factors:Cd=1.00 CF=1.50 Cr-1.75 <br /> Fv': FY= 150 PSI <br /> Adiustment Factors�Cd=1.00 <br /> Design Re4uiremeNs: <br /> CoNrollinqMoment: M= 715 PLLB <br /> 275 Pt Irom lefl supporl ol span 2(Center Span) <br /> Cntical momenl aeated Uy combining all dead loads and live loads on span(s)2 <br /> Conirollina Sheac V= 314 LB <br /> A�a distance d Irom lefl support ol span 2(Cenler SpaN <br /> Cdtiwl shear crcated hy wmbining all dead IoaEs end live IoaCs on span(s)2 <br /> Comparisons With Required Sections: <br /> Section Motlulus(Moment�: Sreo= 5.85 IN3 <br /> S= 9.1B INJ <br /> � Area(Shear): Areq= 3.44 IN2 <br /> A= 15.75 IN2 <br /> Moment ol lnertia(Deilec�ion): Ireu= 15.46 IN� <br /> 1= 78.08 INI <br /> I� <br />