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�. ,.;� <br />r • <br />__________________________________________________________PAGE NO 5 <br />PROGRAM : Timber BP3m Deeign ��2•09 TIME : Mon N,ar 25 14:23:18 1996 <br />Desic�n Build Servic�3, Inc. JOB NO. : 104 <br />JOB : Lucas/Snnis Remodel DESI�NED B�: CHECKED BY: <br />RUN : Framing ----' <br />Check of Beam 4: Sunroom Beam • <br />Floor <br />Code : �� <br />Wet Use : No <br />Rep. Use : No <br />Lt. Cant.: N <br />Rt. Cant.: N <br />Length <br />Actual <br />Brg. <br />Min.. <br />Total <br />Live Load ( Lb/Ft �2) <br />Dead Load ( Lb/Ft �2) <br />Snow Load ( Lb/Ft �2) <br />TL Deflection <br />L:, Deflection <br />Pattern Loading <br />(Length is to cenrer <br />SPAN 1 I SPAN 2 <br />8'-3" g�_3n <br />8�_3v g,_3�� <br />0" <br />1.5" <br />Length <br />REF LOAD <br />N0. CASE <br />1 D <br />2 S <br />0" <br />2.546" <br />16'-6" <br />LOAD <br />TYFE <br />U <br />U <br />Sawn Hem-Fir No. 2 2x10x2 <br />IS MEMBER OK? : Yes <br />CONTROL <br />MA�C VALUE <br />% OF ALLOW <br />LOCP.TT_ON <br />MAXIMUM H <br />0" <br />1.5" <br />, 40 <br />, 10 <br />0 <br />: L/240 <br />: L/360 <br />: Yes <br />are from•le <br />DISTANCE <br />TJ START <br />Slope 0 in 12 <br />Speciea • <br />Grade • <br />Trib. Width : <br />DnL • <br />Side Loaded : <br />: Ln r <br />LOAD <br />LENGTH <br />16.50 <br />16.50 <br />Hem-Fir <br />No. 2 <br />3'-0" <br />li5 <br />NO <br />BEGIN <br />VALLJE <br />ioo.eo <br />50.00 <br />END <br />VALUE <br />ESSES SIIMMARY LL-DEFL TL-DBFL <br />REACTION BBNDING SHEAR <br />( Lb) ( Lb%Sn �2) ( Lb/In �2) �_On034 ( =0,056 <br />3094 -715.9 71.11 13 <br />66 82 12 <br />n a <br />,_ �� ,_ �� <br />8'-3" 8'-3" 7'-5.75" 3 8.568 3 8. <br />GER FORCES : 928•1 Lb (LEFT) 928•1 Lb_(RIGHT)___ <br />--------- � <br />---------------------------------------- <br />1C Tn. I I <br />Deep <br />---------------------- <br />---------------------------------- I <br />928.1 Lb <br />3094 Lb 928.1 Lb <br />