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BeamChek v2010 licensed fo:J L White Co Inc Reg#2308-64395 <br /> Date: 3/02/16 <br /> Selection W 8x 24 36 ksi Wide Flange Steel Lateral Support: Lc=6.9 ft max. <br /> Condi6ons Actual Size is 6-1/2 x 7-7/8 in. <br /> Min Bearing Length R1=0.9 in. R2=0.9 in. (1.0)DL Defl= 0.17 in Recom Camber-0.26 in <br /> Data Beam Span 11.5 ft <br /> Beam Wt per ft 24.0# Reaction 1 TL 5980# Reaction 2 TL 5980�k <br /> Bm Wt Included 276# Maximum V 5980# <br /> Max Moment 17193'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/811 <br /> Attributes Section (in' Shear in� TL Defl(in) <br /> Actual 20.90 1.94 0.17 <br /> Critical 8.68 0.42 0.58 <br /> Status OK OK OK <br /> Ratio 42°� 21% 30% <br /> Fb( si) Fv(psi) E(psi x mil) <br /> Values Ref. Value Fy 36000 36000 29.0 <br /> Ad'usied Values 23760 14400 29.0 <br /> Adiustments YP Factor, Lc 0.66 0.40 <br /> Loads Uniform TL: 1016 =A <br /> Uniform Load A <br /> � Q <br /> R1 =5980 �=5ggp <br /> SPAN= 11.5 FT <br /> Uniform and partial uniforrn loads are Ibs per lineal ft. <br />