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Genn. �al Infortnati <br />�..� <br />Section Name <br />Beam Widlh <br />Beam Deplh <br />Member Type <br />Load Dur. Factor <br />Beam End Fizity <br />Full Len� th�n�� <br />cenlar <br />Laft Canlilever <br />Right Canlitever <br />TIG� : <br />Dsgnr: <br />Daacrlptlon : <br />.'icope : <br />General Timoer Beam <br />Job t <br />Dats: 9:53AM. 1 JUL 11 <br />Page 7 <br />11-178 brock BM2 if existing <br />on Calculatlons �ro dnipirod to 1997 NDS end 1997 UBC Rpulromanb <br />6.126z16.0 CenterSpan 79.00R .....Lu 1.00R <br />5.125 in Lert Centilever ft.. ...Lu o.00 n <br />15.000 in Right Cantilever ft.. .. .Lu 0.00 11 <br />GluLem Dougles Fir, 24F - V8 <br />Fb Base Aliow 2,400.0 psl <br />1.700 FvAllow 790.Opsi <br />Pin-Pin FcAllow 560.Opsi RepetiGveMember <br />t 1,800.0 ksi <br />DL 270.00 #Ift LL 495.00 Nlfl <br />OL M/fl LL N!R <br />DL N!ft LL N!ft <br />Spen= 79.00ft, Beam Width = 5.125In x Deplh = 15.in, Ends are Pin•Pin <br />Max Stress Ratio 0.�20 ; � <br />Maximum Moment 34.5 k-R Maximum Shear' 1. <br />Allowable 47.9 k•R Allowable <br />Max. Posilive Momenl 34.52 k-ft al 9.500 ft Shear. <br />Max. Negative Moment 0.00 k-ft at 19.000 fl <br />Max � Left Support 0.00 k-fl <br />Maz � Righl Supporl 0.00 k-ft <br />Max. M allow <�•93 Reactions... <br />fb 2,155.43 psl N 123.65 psi Left DL <br />Fb 2,992.87 psl Fv 209.00 psl Righl DL <br />Deflections a <br />...Location 9.SOOR <br />...LenglhlDefl 747.2 <br />Camber ( using 1.5 • D.l. Dafl )... <br />@ Cenler 0.458 in <br />� LeR 0.000 in <br />Q Right O.00O In <br />$��@65 :�iO�CS <br />Bending Analysis <br />Ck 21.177 La 2.059 ft <br />Cv 0.988 Rb 3.757 <br />(a� Center <br />(a� LeR Support <br />� Right Support <br />Shear Analysis <br />Design Shear <br />Area Required <br />Fv: Allowable <br />Bearing � Supports <br />Maz. LeR Reaction <br />Maz. Right Reaction <br />Max Moment <br />34.52 k-ft <br />0.00 k•ft <br />0.00 k-ft <br />Q Left Supporl <br />9.51 k <br />45.483 in2 <br />209.00 psi <br />7.27 k <br />7.27 k <br />Cambar. <br />2.56 k <br />2.56 k <br />•0.865 in Defledion <br />9.500 R ...LangthlDafl <br />263.72 Rlpht Centilaver... <br />oeneaioo <br />...LengthlDefl <br />Szx 192.1BBIn3 <br />CI 0.998 <br />S�a Rea'd <br />738.41 In3 <br />0.00 in3 <br />0.00 in3 <br />Q Righl Support <br />9.51 k <br />45.483 in2 <br />209.00 psl <br />Bearing Length Req'd <br />Bearing Length Req'd <br />Beam Design OK <br />5 9.5 k <br />16.7 k <br />� LeR 7.27 k <br />� Right 7.27 k <br />@LaR O.00Oin <br />�Center 0.458in <br />(� Right O.00Oin <br />Mez 7.27k <br />Mex 7.27 k <br />O.00O in O.00O in <br />0.0 0.0 <br />0.00o in o.00o in <br />0.0 0.0 <br />Area 76.8751n2 <br />Allowable Po <br />2,992.87 psi <br />2,998.87 pai <br />2,998.87 psi <br />2.532 in <br />2.532 In <br />z�� <br />