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________________________________________________________________________________ <br />?ROGRAM : Timber Beam Deaign v2.09 PAGE DO. 6 <br />Design Build Servicea, Inc. TIME : Mon Mar 25 14:40:27 1996 <br />JOB : L•ucas/Ennis Remodel .. JOB NO. : 104 <br />RIIN : Fran.i.ng DESIGNED BY: CHECKED BF: <br />Design of Beam 5: Beam at aunroom - in <br />INPUT <br />rloor Live Load ( Lb/Ft ''2) : 40 <br />Code : UBC Dead Laad ( Lb/Ft "2) : 15 <br />Wet iJse : No Snow Load ( Lb/Ft "2) : 0 <br />Rep. Use ; No TL Deflection : L/240 <br />Lt. Cant.: N LL Defleation : L/360 <br />Rt. ::snt.: N Pattern Loading : Yes <br />SPF�N DATA (Length is to center line of bearing) <br />SPAN 1 SPAN 2 <br />Length 10'-0" 10'-0" <br />Actual 10'-0" 10'-0" <br />Brg. 0'� p �� 0�� <br />Min. 1.5" 3.098" 1.5". , <br />Total Length : 20'-U" <br />MEMBER SELECTED <br />Gener.ic PSL 1.75x9.25x2 <br />IS MEMBER OK? : Yea <br />Slope 0 in 12 <br />Species . <br />Grade . <br />Trib. Width : 10'-3" <br />DOL : 100 <br />Side I:oaded : 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 VALliE 7047 -1694 143.1 -0.140 -0.171 <br />°s OF F.,;L�OW n/a 55 49 42 ;4 <br />LOCIaTION 10'-0" 10'-0" 9'-2.75" 15'-4.598�� 15'-4.598" <br />M7IXIMUM HANGER FORCES : 2370 Lb (LEFT) 2370 Lb (RIGHT) <br />�i.25 In. <br />lleep <br />------------------------------------------------------------ <br />�-------------------------------------------•------------••--� <br />2370 Lb 7047 Lb 2370 Lb <br />