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0 <br />C,w l �o [-d�3 <br />Oesign Lines, Inc. <br />(425) 353-0531 <br />BeamChek v2011 licensed fo: Design Lines. lnc. Reg # 2�OB-64256 <br />BARKER <br />LIVING RM BEAM Prepared by: DT Date: 1/09/13 <br />Se/ection PL 9x 1/2 50 ksi steel flitch plate(s) Top Load Only + Full Lat. Bracing <br />Conditions Actual Size is 1!2 x 9 in, each, plus Dc wood sistered ea. side <br />V _ '_ _ <br />� r._o- n�c �., oo.-�.,. C�mhar_ O 73 in <br />Data <br />AtGi6utes <br />Ac[ual <br />Critical <br />Status <br />Ratio <br />�oou0eaiu�ylaco �.�-., _ <br />Deam Span 15.3 ft Reaction 1 LL <br />Beam Wt F�er ft 22.04 # Reaction 1 1�L <br />Bm Wt Included 337 # E`nrmum V <br />Max Moment 9657'# Maa V(Reduced) <br />TL Max Defl I. / 240 TL Actual Defl <br />LL Max Defl L/ 360 LL Actual Defi <br />1683 # <br />2525 # <br />2525 # <br />N/A <br />L / 398 <br />L /597 <br />Section (ir?) Shear (m�) i � ueu �m� LL Vcu <br />� 6.75 4.50 0.46 0.31 <br />3.51 0.13 0.77 0.51 <br />OK OK OK OK <br />57% 3% 60°rb 60°h <br />Values I Ref. Value Fy <br />Adjustments � YP Factor, Lc <br />Loads <br />��7 <br />Uniform LL: 220 <br />0.40 <br />29.0 <br />Reaction 2 LL 1683 # <br />Reactian 2 TL 2525 # <br />Uniform TL: 30II = A <br />405 <br />