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Description load onlyl <br />General Information <br />Section Neme <br />8eam Widlh <br />Beam Depth <br />MemberTypa <br />Load Dur. Factor <br />Beam End Fixity <br />7.125z10.6 <br />3.7 25 (n <br />10.500 (n <br />GluLem <br />Full Lenath Uniform <br />Cenlar DL <br />Left Cantil�ver DL <br />Right Canti�ever DL <br />t�oo <br />Pin-Pin <br />Tltle : <br />Degnr: <br />Description : <br />Seope: <br />General Timber Beam <br />Job �I <br />Dets: 9:56AM, 7 JUL 71 <br />Page 7 <br />if added to exist for new <br />Calculatlona aro dssignsd to 1997 NOS and 1997 UBC Requiremenb <br />Cenler5pan 79.00R .....Lu 1.0011 <br />LeR Canlilever ft .....Lu 0.00 fl <br />RighlCantilaver R .....Lu 0.00 fl <br />Douglas Fir, 24F - VB <br />Fb Base Allow 2,400.0 psi <br />Fv Allow 190.0 psi <br />FcAllow S60.Opsi RepeddwMamber <br />E 1,800.0 ksl <br />MM LL 75.00 NM <br />MM LL M�R <br />iNit LL MM <br />Span= 19.00ft, Beam Widlh = 3.1251n x Deplh = 10.Sin, Ends are Pin-Pin <br />Max Stress Ratio o.sz� ; � <br />Maximum Moment 4.7 k-ft Maximum Shear' 1.5 <br />Allowable 14.5 k•ft Allowable <br />Max. PosRive Moment 4.74 k-R at 9.500 R Shear. (8 LaR <br />Mez. NegatNe Moment 0.00 k•ft at 19.000 R � Right <br />Mex (d� Left Support 0.00 k-ft Camber. Q Lefl <br />Max @ Right Suppart 0.00 k-ft C�2 Center <br />Mez. M allow 14.47 (� Right <br />Readions... <br />Po 990.17 psl N 41.59 psl Left DL 02B k Max <br />Fb 3,024.04 psi Fv 209.00 psi Righl OL 0.28 k Maz <br />Deflections <br />Beam Design OK <br />1.4 k <br />6.9 k <br />1.00 k <br />1.00 k <br />O.00Oin <br />0243in <br />O.00Oin <br />1,ppk <br />1.00 k <br />-- -- ---... <br />Defledion •0.162 in -0.567 in DefleUion 0.000 In 0.000 in <br />...Location 9.500 ft 9.500 R ...Lenglh/Defl 0.0 0.0 <br />...LengtNDefl 7,406.5 401.85 RlphtCantllever... <br />Camber ( uaing 1.5 • D.L. Dafl �... Defbdion 0.000 In 0.000 in <br />(aB Centar 0243 in ...LengthlDefl 0.0 0.0 <br />� LeR 0.000 in <br />� Righl 0.000 in <br />S�r@SS C81C8 <br />Banding Analysis <br />Ck 21.177 Le 2.059 ft Swc 57.422 in3 Area 32.tl13 in2 <br />i:v 1.000 Rb 5.155 CI 0.996 <br />(dJ Center <br />(a� LeR SuppoA <br />Q Right 6upport <br />Shear Analysfs <br />Design Shear <br />Area Required <br />Fv: Allowable <br />Baaring � Supports <br />Maz. Left Readion <br />Max. Right Readion <br />Mez Moment <br />4.74 k-ft <br />0.00 k-ft <br />0.00 k-ft <br />� lefl Support <br />1.36 k <br />6.529 in2 <br />209.00 psi <br />1.00 k <br />1.00 k <br />Sbc Rea'd <br />18.80 in3 <br />0.00 in3 <br />0.00 in3 <br />� Right Support <br />1.36 k <br />6.529 in2 <br />209.00 psi <br />Bearing Length Req'd <br />Bearing Length Req'd <br />Allowabb Po <br />3,024.04 ps( <br />3.036.00 psi <br />3,036.00 psi <br />0.570 in <br />0.570 in <br />� - . <br />i <br />z -� ',!�1��� <br />