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� � <br />________________________________________________________________________________ <br />PROGRAM �: Timber Beam Deaign v2.09 PAGE N0. 2 <br />Design Build Servicea, Inc. TIME : Mon Mar 25 13:46c07 1996 <br />JOB : Lucas/Ennis Remodel JOB N0. : 104 <br />RUN : Framing DESIGNED BY: CHECKED BY: <br />_________________________________________________________________ <br />-------------------------------------- <br />Design of Beam 1: Ridge Beam <br />INPUT <br />Roof <br />Code : UBC <br />Wet Use : No <br />Rep. Use : No <br />Lt . Cant . : 2d <br />Rt . Cant . : 'i <br />Live Load ( Lb/Ft �2) : 16 Slope 0 in 12 <br />Dead Load ( Lb/Ft �2) : 10 Speciea : Western Specie <br />� Snow Load ( Lb/Ft �2) : 25 Grade : 24F-V4 <br />Wind Load ( Lb/Ft <br />TL Defiection <br />LL Deflection <br />Pattern Loading <br />�2) : 16 <br />: L/180 <br />: L/240 <br />: Yes <br />SPAN BATA (Length is to center line o� bearing) <br />SPAN 1 SPAN 2 <br />Length 16'-0" 2'-0" <br />Actual 16'-0" 2'-0'� <br />Brg. 0" p�� <br />Min. 1.667" 2.143" <br />Total Length : 18'-0�� <br />MEMBER SELECTED <br />G'.ulam Western Speciea 24F-V4 3.125x13.5 <br />IS MEMBER OK? : Yea <br />Trib. Width : 10'-0" <br />DOL : 160 <br />Side Loaded : NO <br />CONTROL REACTION BENDING SHEAR LL-DErL TL-DEFL <br />( Lb) ( L�/In ''2) ( Lb/In ''2) ( In) ( In) <br />MAX VALLTE 4354 1372 87.11 0.157 0.205 <br />o OF ALLOW n/a 49 45 78 76 <br />LOCATION 16'-0" 7'-10.5" 14'-10.5" 18'-0" 16'-0" <br />MAXIMUI�t HANGER FORCES : 3386 Lb (LEFT) <br />------------------------------------------------------------ <br />13.5 In. <br />Deep <br />------------------------------------------------------------ <br />� � <br />3386 Lb 4:i54 Lb <br />