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Title Block Line 1 iille: S Job# 2 � <br /> You can change Ihis area � Engineer: <br /> usinp ihe'Settings'menu item Pro���u" <br /> and Ihen using lhe'Pnnting 8 <br /> ' TilleBlock'selection. <br /> Ti118810CkLine6 r;,,�e�uiv:nl sse�.i <br /> �Wood B�am ENERGILGIHC 19&}201t8uAd.fl12B.11.Yer8025 <br /> i.�i• <br /> Description: deck beam <br /> CODEREFERENCES __ <br /> Calculalions per NDS 2005,19C 2008,C6C 2007,ASCE 7-05 <br /> Load Combinalion Set: IBC 2006 <br /> Material PropeAles __ _ ___ <br /> AnalysisMethod: Al�owableStressDesign Fb-Tension 975psi E:Moduluso(ElasficAy <br /> LoadCanbination1BC2008 Fb-Compr 975psi Ebend-zx 1500ksi <br /> Fc-PAI 1350 psi Eminbend-xx 550ksi <br /> WoodSpecies : HemFir Fc-Perp 405psi <br /> WoodGrade No.1 Fv 150psi <br /> Fl 625psi Density 27.7pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling <br /> __ _ <br /> D(0 03)L10.18)S(OA75� <br /> �—� � <br /> �ti'� a '+a,.'i"I il��,t f.�4: '� � .n r i > � w ? '�41PM ��� <br /> �y s�r,"�it�;`r�;�'�""".�`,y�y'x'�'��''�.:f�>, • <br /> I . �7'"4�1l.:6J r� �-w � 1 i 4 ,A� �+x a � ..i 1..� ,1r' <br /> 4z8 <br /> Span=BA ft <br /> AppllYd L08dt Service!oads entered Load Factors will ba applied br calcula6ons <br /> Unilam Load: D=0.030, L=O 180, S=0.0750, TriDutary Width=1 A't <br /> DESIGN SUI�IMARY -- ------ � ! � <br /> Maximum Bending Stress Ralio = U.547 1 Mazimum Shear Stress Ra;io = 0.298 : 1 <br /> Sedion usad for this span 4x8 Sedion used for this span 4z8 <br /> ro:Aauai = 892.73psi Iv:Actuai = 44.47 psi <br /> FB:Allowable = 1,267.50psi Fv:AllowaCle = 150.00 psi II <br /> Load Combinalion �{1�0 750L++1.750S.+i Load Canbination •D�0.750L+0.7505«H <br /> Location ot mazimum on span = 4.00Of1 Laalion of maximum on span - 7.EOOfl <br /> Span k where maximum occurs = Span#1 Span p where mazimum oocurs = Span k 1 <br /> Meximum Deflection <br /> Max Downward L�Lr�S Defledion 0.142 in Ratio= 675 <br /> Max UpwaM ULr.S DeBedlon 0.000 in Ratio= 0<360 <br /> MaK DownwaM Tatal Defleetlon 0.159 in Ratlo= 604 � <br /> Maz Upward Total DeOedion 0.000 in Ratio= 0 <240 <br /> Overall M�ximum Deflection�•Unfaetored Loads <br /> Load Cumc�.natwn Span Max."Dell Locatbn in Span Load Com6inatbn Max.'�'Dell Lotatbn In Span <br /> D�1.�5 1 O.15B8 <040 0.0000 0.000 <br /> Vertieal Reaepona•Unfactored Support notaUOn Fa�lefl is k1 V21ue510 KIPS <br /> load Combinaldr Suppon 1 uupport 2 <br /> �ve211 �(imum —�176 1 id�— <br /> DOnly 0.120 01Y0 <br /> lOny 0720 0.720 <br /> S Onty 0.900 0.300 <br /> L�S 1D20 1010 <br /> D�L OB40 O.B40 <br /> D�S O420 0120 <br /> Dd�S 1 140 1.1A0 <br />