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fYM� p .�... <br />______________________________________________________:_-________________________ <br />PROGRAM : Timber Beam Deaign v2.09 � PAGE NO. 7 <br />Design Build Services, Inc. TIME : Mon Mar 25 15:04:31 1996 <br />JOB : Lucas/Ennis Remodel JOB NO. : 104 <br />RUN : Framing DESIGNED BY: CHECKED BY: <br />---------------------------------------------- <br />________________________________________________________ <br />Check of Beam 6: Floor Beam at outaide wall <br />Roof <br />Code : UBC <br />Wet Use : No <br />Rep. Use : No <br />Lt . Caiit . : N <br />Rt. Cant.; N <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 />. 16 <br />. 15 <br />. 25 <br />. 16 <br />: L/180 <br />: L/240 <br />: Yea <br />SPAN DATA (Length is to center line of bearing) <br />SPAN 1 <br />Length 14'-0" <br />Actual 14'-0" <br />Brg.. 0" p�� <br />Min. 1.5" 1.5" <br />Total Length : 14'-0" <br />MEMBER SELECTED <br />Sawn Hem-Fir No. 2 2x10x3 <br />IS MEMBER OK? : Yea <br />Slope 0 in 12 <br />Speciea : Hem-Fir <br />Grade : No. 2 <br />Trib. Wirith : 6'-0" <br />DOL : 115 <br />Side Loa�ied : NO <br />CRITICAL STRESSES SUMMARY <br />CONTROL REACTION BENDING SHEAR LL-DEFL TL-DEFL <br />( Lb) ( Lb/In "2) ( Lb/In "2) ( In) ( In) <br />MAX VALUE 7.016 1100 53.87 -0.444 -0.645 <br />% OF ALLOW n/a 88 62 63 69 <br />LOCATION 0" 7'-0" 13'-2.75" 7'-0" 7'-0�' <br />MAXIMUM HANGER FORCES : 2016 Lb (LEFT) 2016 Lb (RIGHT) <br />10 In. <br />Deep <br />------------------------------------------------------------ <br />------------------------------------------------------------ <br />2016 Lb 2016 Lb <br />