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,� f � <br /> TiUe: Job# <br /> Dsgnr: Date: 9:37AM, 21 NOV OB <br /> Description: <br /> Scope : <br /> � Fme SBDJ00 - <br /> -daecav-oaosos�,va�sJG.t�pec-20'J3 Generai Timber Beam Page 1 E <br /> i �q1383�Y593 ENEFCALC EnO��'�enng SoMare � <br /> Descnption <br /> �Generai Information Cotle ReP i 997 NDS,2003 IBC, 2003 NFPA 5000.Base allowables are user defined ` <br /> SectionName 5.125x9.0 G�r„erSpan 14.00k . .. . .Lu O.00k <br /> Beam Width 5.125 in Lek Cantilever ft . . . . .Lu O.OD ft <br /> Beam Dep[h 9.000 in Righl Cantilever ft . . . . .Lu O.DO ft <br /> Member Type Sawn Douglas Fir,24F-V4 <br /> Fb Base Allow 2,400.0 psi <br /> LoadDur.Factor i.000 FvAllow 240.Opsi <br /> Beam End Fixity Pin•Pin F�Allovi 65D.0 psi <br /> E 1,700.Oksi <br /> j Full Length Uniform Loads _ _ f <br /> Center DL 48.00#/R LL 160.00 #/ft <br /> Left Cantilever DL #/fl LL �!ft <br /> Right Canti�ever DL #/ft LL #/R <br /> Summary Beam Design OK i <br /> I Span= 74.00ft,Beam Width=5.125in x Depth=9.in,Ends are Pin�Pm � <br /> Max Stress Ratio 0.368 ; � � <br /> Maximum Moment 5.1 k-ft Maximum Shear' 1.5 2 o k <br /> IAllowable 73.8 k-ft Allowable ii.i k <br /> Maz.Positive Moment 5.10 k-ft at 7.000 R Shear: @ Left 1.46 k i <br /> � Maz.Negative Moment 0.00 k•ft at 0.000 ft @ Right 1.46 k �� <br /> iMaz @ Left Suppotl 0.00 k-ft Camber. @ LeR O.00Oin I� <br /> Maz @ Right Support 0.00 k-ft @ Center 0.118in � <br /> Maz.M allow 13.84 @ Right O.00Oin <br /> I Reactions... I <br /> fb 883.86 psi fv 42.43 psi LeR DL 0.34 k A4ax �,qg g i <br /> . Fb 2,400.00 psi Fv 240.00 psi Right DL 0.34 k Max 1.46 k <br /> Deflections � <br /> Center Span... Dead Load Total Load Lek Cantllever... Deatl Loatl Total Load <br /> Dellection -0.078 in •0.340 in DaFlection 0.000 in 0.000 in <br /> ...Location 7.000 ft 7.000 ft . .LengthlDeFl 0.0 0.0 <br /> ...Length/�efl 2,143.3 494.60 Right Cantilever... <br /> Camber(using�.5•D.L.Defl)... Deflection 0.00�in 0.000 in <br /> @ Cenler 0.778 in ...Length/Defl 0.0 0.0 <br /> @ Left 0.000 in <br /> @ Right 0.000 in <br /> Query Values e <br /> M,V,8 D@ Specified LocaHons Moment �Shear��.j J �� t_ Deflection <br /> C Center Span Location= 1.00 ft L29 k-ft 1.25 k -0.0733 in <br /> � �Fiaht Cant. Lor.atlon = 0.0� 't 0 0�k-', 0.00 k 0.0000 in <br /> "�' :eh Cant. Locahon= 0.0:? f: 0.0'k-h O.00,k""-'�'�-"' ' .., 0.0000 in <br /> r'.l'��` i*. <br /> ,\.-�.��": ��.. 1 ' ��� ; <br /> 'f 0' %,',, , `� J <br /> `����' ''��� � <br /> / ' � T� �� <br /> i ` ��- . :t ���C <br /> 6 '-. 5 � <br /> �, ,�/;• r' ; � � . � <br /> . ��'',.�F-Cts�'t�c. " . <br /> � ���-,.. . <br /> ��;s��,.v,;i.�� � <br /> . - <br /> `s:Pa �!1�3 2Qyti / �r , <br /> �'���� 21 700� ! �� , <br />