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Z�' <br /> Title Block Line 1 Title: � Job q <br /> You can change Ihis area ( Enqineer: . <br /> using Me'Settings'menu i�em Pro���� <br /> and Ihen using ihe'Pnnting 8 <br /> 'Tille Blak'selection. <br /> Ti11B BIOCk Lin¢6 P.�n�e n se N!c�7 s���u <br /> WOOd ��RI --- ENENGIG MG 1%3201;&dd:0.12&�t.Yr.40.25 <br /> �.�i: <br /> �g�p(ip�: 2ntl Aoor hdr�rec room <br /> CODEREFERENCES _ <br /> Caleulatione n, NDS 2005, IBC 2006,CBC 2007,ASCE 7-05 <br /> Load Combin.:lion Sel: IBC 2008 <br /> MateH�l PropeRies <br /> Analy�is Methal: Allowable Slresa Design Fb•Tension 900 psi E:Modulus o/Elasticdy <br /> Loal Canbination 16C 2008 Fb-Canpr 900 psi Ebend-zz 1600ksi <br /> Fc-PAI 1350 psi Eminbend•�c 580ksi <br /> Wood Species : Douglas Fir•Larch Fc-Perp 625 psi <br /> Wood Grade No.2 Fv 180 psi <br /> FI 575psi Density 32.21pc1 <br /> Beam Brecing : Beam is Fully Braced ageinsl laleral•lorsion buckling <br /> __. _ _ . <br /> . .-.._- .. .. . D(0.174)L(0 58) <br /> �� � -�-�-�-- —�-- i <br /> '�. ��I ` � ��_ '��. <br /> 4 �':,. <br /> .j R4 <br /> f j <br /> �� � <br /> 4x8 <br /> I <br /> Span=4.0 ft � <br /> Appll6d Loidf Service loads entered.Loatl Factors will be applied for calculations. <br /> Unitortn Load. D=01740, L=0,580, Tributary Width=10 h <br /> DESlONSUMMARY ____________ � • • <br /> Maximum Bending Stress Ratio = 0.504 1 Maximum Shear Stress Ratio = 0.347 : 1 <br /> Sedion�ised tor this spen 4x8 Seqion used for t�is span 4x8 <br /> Po Aauai = 590.19psi fv.Aauai = 62.40 psi <br /> FB Alloweble = 1,170.00psi Fv.Allowable = 180.00 psl <br /> Load Combination �D+L+H Load Combinalion �D�L�Fi <br /> Laalion of maximum on span = 2.00Ofl Locatim of mazimum on span = O.00ON <br /> Span k where ma�timum ocwrs = Span#1 Span p where maximum acurs = Span k t <br /> Maximum Deflection <br /> Max Downward L+Lr�S Defledion 0.079 in Ratio= 2534 <br /> Max Upwerd L�Lr+S DeAection 0.000 in Ratio= 0 <360 <br /> Max Do�ard Total Delledion 0.025 in Ratio= 1�J49 <br /> Max Upward Total Defledion 0,000 in Ratio= 0<240 <br /> Over�ll Maximum Deflectlona•Unfaetored lo�da <br /> Lo�d Combinatbn Span MaR."De� Loration in Span loed Combination Ma�.•«•DeA laatiai In Span <br /> O�L 1 0.0146 2,020 0.0000 0000 <br /> VeRical Readiom•Unfaetored Support notaAon:Far IaM q 1t1 Yalues In KIPS <br /> Load Combinatqn Support 1 Support 2 <br /> �vera I imum �b�-�-.568-------- — <br /> D Onq O.J4B 0.J4B <br /> L Onry 1.160 1.160 <br /> D�L 1.508 1.508 <br />