Laserfiche WebLink
. � � <br /> Multi-Loadetl Beam120081nlemalbnel BuildinA Coda(OS NDSI I Ver:7.01.10 , <br /> Bv:Doua Enqilson,ImDression Daniqn on:03-10�2009:1'31:18 PM <br /> Proled:201P Grand Ave-Localion:double jois�s suppohing header which supporis ponit load from beam supportinp south dormer <br /> Summary: <br /> (21 1.5 IN z 7.25 IN x 10.5 FT /N2-Hem-Fir-Dry Usa <br /> Sedion Adequate Bv:11.Sk Controllinp Fedor:Section Modulus/Depth RauuireA B.B71n <br /> •Laminations are to be fulty connedetl to pmviCe unitorm trensler of loede 1�all membars <br /> Center Spen Dellections: <br /> Dead Laad: DLD-Cenler- 0.08 IN <br /> Live LoaC: LLD-Center- 0.23 IN=U518 <br /> Tolalload: TLD-Center- 0.31 IN=UN1 <br /> Center Span Lefl End Readions(Support Aj: <br /> Live Loatl: LL-Rzn-A= 517 LB <br /> Deed Load: DL-Rcn-q= 187 LB <br /> Total Load: TL-Rxn-A= 68� LB <br /> Beaiinq Lenqth Repuired(Beam onlv,support capadry nol chec*ed): BL-A: 0.58 IN <br /> Center SDen Riqht End Reaclions(Support B): <br /> Live Load: LL-Rzn-B= IBO LB <br /> Desd Load: DL-Rm-B= 158 LB <br /> Totel Load: TL-Rm-B= 616 LB <br /> Bearing Length Required(Beam only,support capadty not checked): BL-0= 0.57 IN <br /> Beam Dala: <br /> Cenler Soan Lenpih: L2= 10.5 FT <br /> Cenler Span Unbraced Lanqth-TOD of Beam: Lu2-Top= 0.0 FT <br /> Cenler SDan Unbraced Lenglh-Bottom of Beam: Lu2-Botlom= 0.0 FT <br /> Live Load Duralion Factor. Cd= 1.00 <br /> Live Load DeOed.Criteria: V 3gp <br /> Total Load Deflen.Criteria: LI 240 <br /> Center Soan Loatling� <br /> Uniform Loatl: <br /> Live Loed: wl•2= 80 PLF <br /> Dead LoaA: <br /> Beam Sell Weight: Z RECISTFAED BSW= Z4 PLF <br /> Total Load: q/ e.� wL2= 104 PLF <br /> PoiM Loa�1 � <br /> Livo Load: � PLt-2= 187 LB <br /> Deed Laad: ouglas . Enge1;011 pD1-2= 70 LB <br /> Locatian IFrom leR end ol span): SIA,.�. ::. _;.y X7-2= �:t2 FT <br /> Propetlies For:p2-Hem�Fir � <br /> 6endin�Stress: Fb= 850 PSI <br /> Shear Stress: Fv= 1 W P51 <br /> Modulus ol Elasticity: E= 7300000 PSI <br /> Adlusted Modulus al Elasticity: E-Min= �70000 PSI <br /> Siress Perpend�cular to Grain: Fc�ery= 405 P51 <br /> Adjusled Pmoedies <br /> Fb'(Tension): Fb'= 1020 PSI <br /> Adjuslmenl Fadors:Cd=1.00 CF=1.20 <br /> FJ: Fv'= 150 PSI <br /> Atliusiment Factors:Ctl=1.00 <br /> Design Requiremenls: <br /> Controllina Momenl: M= 2003 FT-LB <br /> 4.515 Fl Irom Iefl supporl ol span 2(Cenler Soan) <br /> Cntical momenl created by combining all tlead loads and live loads on span�s)2 <br /> Controllinq Shear. V= 629 L8 <br /> A�a dislance d�rom laR su000rt ol sDan 2(Center Snan) <br /> Cntical shear crealed by combining all dead loatls end live loada on spen(s)2 <br /> Comparisons With Required Sections: <br /> Sedion MoAulus(Momenq: Srea= 23.56 IN3 <br /> 5= 2828 IN3 <br /> Area(Shear)�. Areq= 8.29 IN2 <br /> A= 27.75 IN2 <br /> Monwnt ol lnertia(Dcllection): Irea= 62.84 INI <br /> 1= 8527 IN/ <br /> ��✓ <br />