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� Design Lines,lnc. <br />(425)353-0531 <br />V2011 <br />FP <br />BARKER <br />LIVING RM BEAM Prepared by: DT Date: 1/09/13 <br />Selectior, PL 7x 1 50 ksi steel flitch plate(s) Top Load Only + Full Lal. Bracin <br />Conditions Actual Size is 1 x 7 in. each, plus 2x wood sistered ea. side <br />Wood Bearing Area R7= 6.4 irP R2= 6.4 i� (1.0) DL De(1= 0.17 in Recom Camber- 0.26 in <br />Da(a Beam Span 15.3 R Reaction 1 LL 1683 # Reaction 2 LL 1683 # <br />Beam Wt per ft 29.09 # Reaction 1 TL 2579 # Reaction 2 TL ?.579 # <br />6m W[ Inciuded 44S # N'aximum V 2579 # <br />Max Moment 9864 Yk Max V(Reduced) N!A <br />TL Max Defl L! 240 TL Adual DeFl L/ 3S7 <br />LL Max DeFl L/ 360 LL Actual Defl L/ 562 <br />Attnbutes Section in' Shear ir� TL Defl in LL Defl <br />Actual 8.17 7.00 0.50 0.33 <br />Criticel 3.53 0.13 OJ7 0.51 <br />Status OK OK OK OK <br />Ratio 44% 2% 65°,6 64% <br />Fb si Fv si E si x mil Fc I si <br />Va!ues Ref. Value Fy 50000 50000 29.0 405 <br />� ----- ...,....,. �,,.. �n�,...dn..a��u <br />Adiustments YP Factor, Lc 0.66 0.40 <br />Loads Uniform LL:220 Uniform TL: 308 = A <br />�� <br />I `1 j <br />� , <br />- � ,- <br />