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Title Block Line 1 iille: � Job k � � <br /> You can change this area C Engineer: <br /> using Ihie'Settings'menu item Project Desc.: <br /> an0�han using��e'Pnnting 8 <br /> �Tille Block'selection. <br /> Ti�IBBIakLinB6 _ ����ne �is�i�:mz ��a�w <br /> WOOd B6aM ENERGLGINC.19B1fi1t,8u1O.6.12E.8.Vx6.015 <br /> �.ii: � <br /> DeScription: new rool beam at M-Bed <br /> CODEREFERENCES _____ _ ______ <br /> Calculations per NDS 2005, IBC 2006,CBC 2007,ASCE 7-05 <br /> Load Combination Sel: IEC 2006 <br /> Material Properties ______..__ __ <br /> Analysis Method: Allowable Slress Desfgn Fb�Tension 2400 psi E:Modulus ol Elasticity <br /> LoadCombinationlBC2006 Fb-Comp 1850p;i Ebend•xx 1800ksi <br /> Fc-Pdl 1850psi Eminbend-xx 930ksi <br /> WoodSpecies : DF/DF Fc-Perp 650psi Ebend-yy 1600ksi <br /> Wood Grade 24F -V4 Fv 265 psi Eminbend-yy 830ksi <br /> FI it00psi Uensity 32.21pcf <br /> Beam Bracing : Beam is Fully Braced againsl lateral-torsinn buckling <br /> D(0.313) S(0.413) <br /> r <br /> `��yn���.4��y�."A/.1 . �+°'i� y ' hy` }{m'�' I+ �"'rS'�{4' �'�rY�'GF1''f•��x; <br /> �J)fw'Sr VIj�� Yr+vM'. ��yS! I . .f Y l� C�� <br /> a��t9�"�T".F 'r�t _ .,� '� x kt �, � , <br /> , . + 4 � � r �f*'a .__ <br /> 5.125x12 <br /> Span= 14.50 ft <br /> Applled L08d� _ __Sern:x ioads untered. Loaa Factors wdi be appGed tor wlculations. <br /> Uniform Load: D=0.3130, S=0 4130, Tnbutarv Width=1.0 fl <br /> DESIGN SUMMARY ' ' ' • <br /> Maximum Bending Stress Retio = 0.776 1 Maximum Shear Stress Ratio = OA21 : 1 � <br /> Sedion used lor this span 5.125z12 Sec6on used for this span 5.125xi2 <br /> Po:Actual = 1,861.48psi Iv:Actual = 111.69 psi <br /> FB:Anowable = 2,400.00psl Fv:Alloweble = 265.00 psl <br /> Load Canbinalion �D.S+H Load Combnation �D�S�41 <br /> Location of maximum on span = 7.250fl Location of mazimum on span = 13 558fl <br /> Span b where mauimum acurs = Span#t Span k where marimum occurs = Span#1 <br /> Maximum DeOection <br /> Max Downward L+Lr+S DeOection 0.312 in Ratio= 558 ' <br /> Max Upward L�Lr+S Defleetion 0.000 in Ra�io= 0 c240 <br /> Max Downward Total Deflection 0.548 in Ralio= 317 <br /> Maz Upward Tolal DeBedion 0.000 in Ratio� 0<180 <br /> Overall Mazimum Defleetions•Unfactored Loads <br /> Load Com�inauon Span Ma. �'DeA Location in Span Load Cart'.Cinatqn Max.'.'�eA Laatan in Span <br /> D�S 1 0.5479 7.313 0.0000 0000 <br /> VeAiealReactione•Unfaetored Supp,MnotaUon Farlehispl Veluesi�KIPS <br /> LoadCombinaWn SuDDo�� SuDVort2 <br /> erall Ximum--57€�-535�---------- ----------- <br /> D Only 2 269 2.269 <br /> S Only 2 994 2.994 <br /> D�S 5164 526d <br />