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r-� P- , <br />_____________________________________________:::________________________°'_________ <br />PROGRAM�: Timber Beam Design v2.09 PAGE N0. 8 <br />Design Build Services, Inc. TIME : Mon Mar 25 15:57:43 1996 <br />JOB : Lucas/Ennis Remodel JOB N0. : 104 <br />RUN : Framing DESIGNED BY: CHECKED BY: <br />--------------�_________________________'______=_____________________=___________ <br />Design of Beam 7: Existing Wall Roof Beam <br />INPUT <br />Roof Live Load ( Lb/Ft "2)': 16 Slope 0 in 12 <br />Code : UBC Dead Load ( Lb/Ft �2) : 10 Species : Douglas Fir-La <br />Wet Use : No Snow Load f�/Ft �2) : 25 Grade : No. 2 <br />Rep. Use : No <br />Lt. Cant.: N <br />Rt. Cant.: N <br />Wind Load ( Lb/Ft <br />TL Deflection <br />LL Deflection <br />Pattern Loading <br />�2 ) : 16 <br />: L/180 <br />: L/240 <br />: Yea <br />SPAN DATA (Length ie to center line of bearing) <br />SPAN 1 <br />Length 12'-p�� <br />Actual 12'-0" <br />Brg.. 0" p�� <br />Min. 1.5" 1.5" <br />Total Length : 12'-0" <br />MEMBER SELECTED <br />Sawn Douglas FiY-Larr,h No. 2 2x10x3 <br />IS MEMBER OK? : Yea ' ' <br />CR7:TICAL <br />Trib. Width : 10'-0" <br />DOL : 115 <br />Sid2 Loaded : NO <br />CONTROL REACTION BENDING SHEAR LL-DEFL TL-DEFL <br />( Lb) ( Lb/In �2) ( Lb/In �2) ( In) ( In) <br />MAX VALUE 2580 1178 65.95 -0.324 -0.422 <br />% OF ALLOW n/a 92 60 54 52 <br />LOCATION 0" 6'-0" 11'-2.75'� 6'-0" 6'-0" <br />MAXIMUM HANGER FORCES : 2580 Lb (LEFT) 2580 Lb (ltIGHT) <br />10 In. <br />Deep <br />------------------------------------------------------------ <br />------------------------------------------------------------ <br />2580 Lb 258o Lb <br />