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,---. <br /> ,-:. <br /> Project: <br /> By: BUILDING DEPART�IW�ENT9CITY OF EV p3�Ej7 0�;pq_Zg_�996 <br /> Beam Deta: Locetion: <br /> Span: <br /> Mazimum Unbreced Span: �� 16.0 FT <br /> Liva Load Dwetlon Factor: LO= 0.0 FT <br /> Uve Loed Deflect. Criteria: LDF� 1.00 <br /> Total Loed Deflact. C�iterfe: �r 380 <br /> Uniform Load: �� 240 <br /> Livs Losd: <br /> Dsed Losd; UILe 0 PLF <br /> Bsem SeH Wafpht: UDLe 0 PLF <br /> TotalLasd; BSW= 8 p�F <br /> ConcentraMd Loed P11►; UTLm 8 PLF <br /> Livs Load: <br /> Dsad Loed: P�����a 1362 LBS <br /> Tohl Losd: P�����a 669 �gg <br /> Location: P���T�e 2011 LBS <br /> Unitorm Losd (Partially Distributed►: X���= 12.5 F7 <br /> Livs Load: <br /> Daad Load: P���� b3 PLF <br /> Total Loed: P���� 33 PLF <br /> Losd Start: PDTLe 88 PLF <br /> Losd End: A� 0.0 FT <br /> Load Len9th: 6= �p,6 � <br /> �°Pertks For: Select Structural-DOU6LAS FIR•LqRCN �` 12.6 FT <br /> Bsndfnp SWas: �_ <br /> Shesr Stross: 1460 PSI <br /> Modulus o(Elsaticlty: F�' 96 P51 <br /> Skeu Psryandicular to Grain: Ee 7900000 pg� <br /> Adjusted Proper8as Fc_perp= 826 pg� <br /> Fb' (Tendonl: ��� <br /> Adjustmant Fsctora: Cd=1.00 CI=1.00 1460 PSI <br /> Fv': <br /> AdJuatmentFactoro:Cd=1,00 F��3 96 PSI <br /> Dedgn Raquiromenb: ,� <br /> Mexfmum Moment: M 6 <br /> Sheer 1� d(rom beam endl: V 3 7160 FT LB � �Z,32 FT <br /> Comperiwns With Requirsd SecNons: 2049 LBS <br /> 3acNon Modulus: Sra e <br /> Aroa: S' 63 IN3 <br /> Areq� 33 IN2 <br /> Moment o(Inertie: A� 33 IN2 <br /> Ireis 204 IN4 <br /> SecNon Adequate By 4% Conhollinp Factor:Arae 366 IN4 <br /> Deflectiona: <br /> Dead Load: <br /> Live Load: DLD= 0.17 IN <br /> TotelLoad: LLD= 0.29 IN = L/672 <br /> End ReactionslLeft Sidel: TLD= 0.46 IN = U421 <br /> Liva Load: <br /> Deed Load: LL LR= 699 LBS <br /> Total Load: DL LR= 481 LBS <br /> End ReectionslRight Sidel: TL LR= 1161 LBS <br /> Liva Load: <br /> Dead Load: LL RR= 1315 LBS <br /> Totel Load: DL RR= 742 LBS <br /> Bearing Length Reqd.(Left) : TL RR= 2057 LBS <br /> Bearing Length Re��1.�Right�: LBL= 0.62 IN <br /> Summary: 3.00 x 11.25 Select Structurel - DOUGLAS FIR-LARCH - Dry Use RBL= �,�p �N <br />