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. � � <br /> Multi�Loatled Beam�20061ntemetional Buildinp Code f05 NDS)1 Ver.7.01.10 � <br /> Bv:Doup Enqilson.Imoreselon Desipn on:09-10�2009:3:39:10 PM <br /> Proieq:.018 GrandAve-Locatian: � HEAU�{l ,y�ru74�J p�•.',+, Jr,li�S <br /> Summary: (Sn1Y�RT3 BWM ty{7ppRTjNc� S�viM D�R <br /> 7.5 IN x 7.25 IN x 2.0 FT l lt2-Dounlas�Fir-Lerch-Dry Use Mr1t) <br /> Section Adeouale By:�07.8% Controlling Feclor:5ection Modulus!Dep�h Required 3.211n <br /> Center Soan DeBeclions: <br /> Oead Load: DLD-CenteR 0.00 IN <br /> Live Load: LLD-CanteR 0.00 IN=U19075 <br /> To�alLoad: tt0•Center- 0.00 IN=U13159 <br /> Cen�er Span Lefl End Reaqions(Support A): <br /> Live Load: LL-Rzn•A= 167 LB <br /> Dead Loatl: DL-Rxn-A= 70 LB <br /> Total Loatl: TL-Rxn-A= 237 LB <br /> Beannp Lenqth ReqWred(Beam onlv,support wpacity not checkad): BL-A= 0.25 IN <br /> Center Span Richt End Reaclions(Suppoh 8): <br /> Live Load: LL•Rzn-B= 187 LB <br /> Dead Load: DL-Rm�B= 70 LB <br /> Totel Loatl: TL-Rm�B= 237 L9 <br /> Bearing L ength Required(Beam only,suppon capacily nol checked): BL•B= 0.25 IN <br /> Beam�ata: <br /> Center SDan Lenpih: L2= p.p FT <br /> Cenler Soan Unbreced Lei7ih-Top of Beam: Lu2-Too= 0.0 FT <br /> Cenler Soan Un6racetl Length�8otlom ol Beam: Lu2-Botlom= 0,0 FT <br /> Live LoaU Duration Factor. Cd= 1.00 <br /> Live Load Oellect.Cnleria: L/ 38p <br /> Totel Load Detlect.Critena: U 2�0 <br /> Center SDan Loading: <br /> Uni(orm Load: <br /> Live Loatl: wL-2= 0 PLF <br /> Dead Load: wD-2= 0 PLF <br /> Beam Setf Welght: BSW= 2 PLF <br /> Tatel Load: wT•2= 2 PLF <br /> Point Load 1 <br /> Live Load: PL1-2= 333 LB <br /> Deadloed: PDt-2= 738 LB <br /> Locelion(From left end ol span); X7-2= 1.0 FT <br /> Propehies For:R2-Douqlas�Fir-Lerch <br /> Bendinp Slross: Fb= 90p PSI <br /> Shear Stress: Fv= 180 PSI <br /> Madulus of Elastidiy: E= 1600000 PSI <br /> AAiusted Modulus of Elasticity: E�Min= 580000 PSI <br /> Siress Perpendiculer to Graln: Fc�ary= 825 PSI <br /> Adjusled Prooehies <br /> Fb'(Tensionl: Fb'= 7080 PSI <br /> Adjus�menl Feqors'Cd=1.00 CF=1.20 <br /> Fv: FY= 180 PSI <br /> Adiustment Fectors:Cd=1.00 <br /> Desipn Requirements: <br /> Con�rollina Mament: M= 236 FT-LB <br /> 1.0 Ft Imm lefl suppon of span 2(Center SoaN <br /> Criiical momenl crealed by combining ell dead loads antl live Ioa05 on span(s)2 <br /> Controllinn Shear: V= 235 LB <br /> AI e AiS�anCR tl(�om fiqhi 5upp011 Of SPan 2(C20�2f SpaO� <br /> Critical shear crenled by combining xll dead loads and live loads an span(s)2 <br /> Comparisons With Required Seclions: <br /> Seclion Motlulus(Moment): Sreq= 2.82 IN3 <br /> S= 13.11 IN3 <br /> Area(Shear): prep= 1,98 IN2 <br /> A= 10.88 IN2 <br /> P.7omenlollnetlia(DcOection); Irep= 090 IN4 <br /> 1= 47.83 IN4 <br /> � <br />