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BeamChek v2004 licensed to:Steve Licht Reg#4151-65186 <br /> Robin Hall/Rec <br /> Date: 1/21/14 <br /> Selection W 8x 28 36 ksi Wide Flange Steel Lateral Support at: Lu= 17.5 ft max. <br /> Conditions Actual Size is 6-1/2 x 8 in., <br /> Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.09 in Suggested Camber 0.13 in <br /> Data Beam Span 15.25 ft Reaction 1 LL 4575# Reaction 2 LL 4575# <br /> Beam Wt per ft 28.0# Reaction 1 TL 6161 # Reaction 2 TL 6161 # <br /> Bm Wt Included 427# Maximum V 6161 # <br /> Max Moment 23489'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/530 <br /> LL Max Defl L/360 LL Actual Defl L/713 <br /> Attributes Section(in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 24.30 2.30 0.35 0.26 <br /> Critical 13.05 0.43 0.76 0.51 <br /> Status OK OK OK OK <br /> Ratio 54% 19% 45% 50% <br /> Fb(psi) Fv(psi) E (psi x mil) <br /> Values Base Value Fy 36000 36000 29.0 <br /> Base Ad'usted 21600 14400 29.0 <br /> Adiustments YP Factor, Lu 0.60 0.40 <br /> Loads Uniform LL:600 Uniform TL: 780 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =6161 R2=6161 <br /> SPAN = 15.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />