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�� , <br />______________________________________________--_______= -------- ----- <br />PRQGRAM : Timber Beam Deai.gn v2.09 � PAGE N0. 1 <br />Deaign Build Servicea, Inc. TIME : Mon Mar 25 13:42:04 1996 <br />JOB : Lucas/Ennis Remodel JOB N0. : 104 <br />RLTN : Framing L"ESIGNED BY:__ CHEC�ED BY:_ __ <br />________________________________�_______________________=_______________________ <br />Check of Beam 1: Ridge Beam , <br />Roof <br />Code : UBC <br />Wet Use : No <br />Rep. Use : No <br />Lt. Cant.: N <br />Rt. Cant.: � <br />Live Load ( Lb/Ft �2) <br />Dead Load ( Lb/Ft �2) <br />Snow Load ( Lb/Ft �2) <br />Wind Load ( Lb/Ft "2) <br />TL Deflection <br />LL Deflection <br />Pattern Loading <br />SPAN DATA (Ler.gth is to center 1'_ne <br />SPAN 1 I SPAN 2 <br />Length 16'-0" 2'-0" <br />Actual 16'-0" 2'-0" <br />Brg.. 0" 0" <br />Min. 1.5" 1.548" <br />Total Length : 16'-0" <br />MEMBER SELECTED <br />Sawn Douglas Fir-Larch No. 1 2x12x3 <br />I5 MEMBER OK? : No <br />16 <br />10 <br />25 <br />16 <br />L/180 <br />L/240 <br />Yes <br />Slope 0 in 12 <br />Species . <br />Grade . <br />T�-ib. Width : <br />DUL . <br />Side Loaded : <br />Douglas Fir-La <br />No. 1 <br />10'-0" <br />115 <br />NO <br />CONTROL REACTI�N BENDING SHEAR LL-DEFL TL-DEFL <br />( Lb) ( Lb/Zn �2) ( Lb/In �2) I ( In) ( In) <br />MAX VALUE 4354 1372 74.54 0.200 0.260 <br />s OF ALLOW n/a 103 68 99 97 <br />LUCATION 16'-0" 7'-10.5" 15'-.75" I 18'-0" 18'-0" <br />MAXIMUM HANGER FORCES : 3386 Lb (LEFT) <br />------------------------------------------------------------ <br />12 In. <br />Deep <br />------------------------------------------------------------ <br />3386 Lb 4354 Lb <br />