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. � � <br /> Multi-Loaded Baem120081nlemetionxl BuilCinp Code(OS NDS)1 Ver:7.01.10 <br /> Bv:Douc Enpilson,Impresslon Desipn on:03-10.2008:3:32:10 PM � <br /> Proied:2018 Grantl Ave-Location:beam supporting south dortner Iloor <br /> Surt:.nary: <br /> 3,51N x 7.251N x 8.75 FT /k2-Dauqlas�Fio-Larch•Drv Use <br /> Section Adepuale By:63.4% Cantrolling Fedor:Sedion Moduius/Deplh ReQuired 5.87 In <br /> Center Span Deflections: <br /> DeaA Load: OLD-Center- O.W IN <br /> Live Loed: LLD�Center- 0.10 IN=U7071 <br /> To�al Loatl: TLD�Cenler- 0.13 IN=L/779 <br /> Center SOan Lefl End Readions(Support A): <br /> Livo Loaa�. LL-Rzn�A= 339 LB <br /> Deed Load: DL-Rcn-A� 138 LB <br /> 7otel Load: TL-Rm-A= 469 LB <br /> Beannu LenO�h Required(Beam onlV.support capecity not checked): BL•A= 021 IN <br /> Cenler Span Ripht Entl Readions(Support B): <br /> Live Load: LL-Rxn�B= 894 LB <br /> Dead Loaa: DL-Rxn�B= 250 LB <br /> Total Load: iL-RzmB= 952 LB <br /> Beanng length Required(Beam only,support wpacity nOt checked�: BL-8= 0.41 IN <br /> 8eam Data: <br /> Cenler Soan Lenulh: L2= B75 FT <br /> Cenlei Spen Unbraced Lenqlh-Top of Beam: Lu2-Too= 0.0 FT <br /> Cenler Soan Unbraced Lenglh-Botlom of Beam: Lu2-BOXom= 0.0 FT <br /> Live Loatl Duralian Factor. Cd= 1.00 <br /> Live Load Dellect.Cnteria: L/ 380 <br /> Totel LoaO Deflect.Critena: IJ 24� <br /> Center Span Loading: <br /> Unilorm load: <br /> Live LaaC: w42= 0 PLF <br /> Dead Load: wD�2= 0 PLF <br /> Beam Self Weight: BSW= 6 PLF <br /> Total Load: wT-2= 8 PLF <br /> Trapezoidal Load 1 <br /> Leil Live Load: TRLLefl-1�2= 1B1 PLF <br /> Lefl Dcad Load: TRD-Lefl•1-2= 81 PLF <br /> Riqht Live Load: TRL-Ripht4-2= 181 PLF <br /> Ripht Oead Load: TR�-Right4-2= 81 PLF <br /> Load Slart: A-1•2= 3.00 FT <br /> Load End: B•1-2= 8.75 FT <br /> Load Lenqlh: C•1-2= 5.87 FT <br /> Propehies For:M2-Douqlas�Fir-Lerch <br /> Bendinq Stress: Fb= B00 PSI <br /> ShearSlrexs: Fv= 1B0 PSI <br /> Modulus ol Elaslicilv: E= 1800000 PSI <br /> Atliusted Modulus of Elasticity: E-Min= 580000 PSI <br /> Slrcss Perpendicular lo Grein: Fcyery= 825 PSI <br /> Adjusled PrapeAies <br /> Fb'(Tensionl: Fb'= 1170 PSI <br /> Adjustmen�Faqors:Cd=1.00 CF=1.70 <br /> F�: FY= A80 PSI <br /> Adiuslment Feclors:Ld=1.00 <br /> Design ReQuirements� <br /> CoNrollinq MomenC M= 1B2B FT-LB <br /> 4.9 Ft Irom le%su000R of span 2(Cenler SpaN <br /> Cnlical moment created hy combining all Aeatl loads and live loeds on span(s)2 <br /> Controllinp Shear. V= 822 LB <br /> A1 a distance d from riqh�support ol span 2(Center Span) <br /> Cri�iccl shear created by combining all dead loads and livo loads on span(s)2 <br /> Compansons With RequireA Sec�ions: <br /> Section Motlulus(Momenl): 527= 18.76 IN3 <br /> S= 30.68 IN3 <br /> Area(Shear): Areq= 8.85 IN2 <br /> A= 25.38 IN2 <br /> � hlomenl ol lnetlia(Deilection): Irep= 37.Y7 IN4 <br /> 1= 111J5 INI <br /> � <br />