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Title Blak Line 1 Title: t �°b� � <br /> You can change Ihis 3rea � Engineer. <br /> using tHe'Settings'nenu item P���� <br /> and inen using the'F'mting 6 <br /> �Title Block'selectioc. <br /> R�„�nnsevrc�� scrou <br /> Title 91a:k Lir.e 6 __. — <br /> WOOd B@�111 ENERGLC.INC.19Ci2012Buid6.126Y1,WrA.O]5 <br /> i <br /> DeSGiD�ion. �'oinl bad beam over Dad a 2 <br /> CODEREFERENCES _ - — <br /> Calculalions per NDS 2005, IBC 2008,CBC 2007,ASCE 7•05 <br /> load Combinetion Sel:�BC 2008 <br /> Material Properties ____ _-- <br /> Analysis Methad: Allowable Slress Design Fb-Tension 2900 psi E:Modulus of Elasfic8y <br /> LoadCanbinalion1BC2008 Fb-Canpr 2900psi Ebend•xx 2000ksi <br /> Fc-Prll 2900psi Eminbend•x�c iD16.535ksi <br /> Woodgpecies : ILevelTrussJoisl Fc-Pery 750psi <br /> 'NoodGrade ParaltamPSL2.OE Fv 290psi <br /> F� 2025 psi pensity 32.21 pcf <br /> Beam Bracing : Beam is Fully Braced against laleral-torsion buckling <br /> D(2.669)S(2.994) <br /> D 0.016 L OA533) � <br /> � ; � <br /> !i + :r�y y ���wu�'_'_,_ t",.. <br /> �, s a ��' �'kr� � � _ � _ � . . . <br /> 5.25x9.2:i <br /> Span= 12.7!i0 ft <br /> AppllBd Loldt _____ Sernce loads entered LoaC Factors will ba epplied for calculaUons <br /> Uniform Load�. D=0.0160, L=0,05330, Tnbutary Width=1 A fl <br /> Pctinl Load�. D=2.669, S=2.994 k(�a,9.011 <br /> �� <br /> _DESIGN SUMMARY__._____ ..__ <br /> Maximum 8ending Stress Ratio = 0.842 1 MazimuSaet on usedrlor thRespan 5.25a9.25 ' � <br /> Section used lor this span 5.25z9.25 <br /> ro:ncwai = 2,443.05psi N:Actuet = 126.24 psi <br /> F8:Allowable = 2,800.00p5i Fv.Allowable = 200.00 p51 <br /> LoadComMnation +D�S�FI LoadCombination 'fl'S'H <br /> Laalion ol ma�cimum on span = 8 989fl Location oi m�imum on span _ 119B5fl <br /> Span k where maximum occurs = Span p 1 SDan#where maximum occurs - Span#7 <br /> Maximum Oetlection <br /> Max DownwaN L�Lr�S Deflection 0.302 in Ratio= 505 <br /> Maz UpwaM L+Lr�S DeBection 0.000 in Ratio= 0 <360 � <br /> Max DownwaM Total Defiedian 0.545 in Ratio= 280 <br /> MaK Upward Totel Dellection 0.000 in Retio= 0 <240 <br /> Overell Mazimum Creflections•Unfactored Loads <br /> Load ComDinatbn-- --- SDa�----��."�fl lxaLon in SDan I.oad ComCinalion Max.':Gell Lotation In Span <br /> p���s --- 1 0.5450 7.013 — ppppp 0.000 <br /> VeRical Reactionr•Unfadored SuDDo�nota^on:Far leh o%1 Valuas m KIPS <br /> Load ComanaUon --- Support 1 Suppat 1 _ <br /> Overall imum ��� �� <br /> D Only O.BB7 1986 <br /> LOnry 0,34U 0.340 <br /> S Only OBB1 2.173 <br /> �.g 1120 2A5J <br /> 0.� 1221 1.326 <br /> p., 176B 4.099 <br /> p.L.S 2 107 4A79 <br />