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BeamChek v2004 licensed to:Steve Licht Reg#4151-65186 <br /> Robin Billards ' <br /> Date: 1/21/14 <br /> Selection W 10x 39 36 ksi Wide Flange Steel Lateral Support at: Lu =19.8 ft max. <br /> Condifions Actual Size is 8 x 9-7/8 in., <br /> Min Bearing Length R1= 1.1 in. R2= 1.1 in. DL Defl 0.09 in Suggested Camber 0.14 in <br /> Data Beam Span 19.5 ft Reaction 1 LL 4485# Reaction 2 LL 4485# <br /> Beam Wt per ft 39.0# Reaction 1 TL 6211 # Reaction 2 TL 6211 # <br /> Bm Wt Included 761 # Maximum V 6211 # <br /> Max Moment 30277'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/685 <br /> LL Max Defl L/360 LL Actual Defl L/949 <br /> Attributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 42.10 3.12 0.34 0.25 <br /> Critical 16.82 0.43 0.98 0.65 <br /> Status OK OK OK OK <br /> Ratio 40% 14% 35% 38% <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 /> Adjustments YP Factor, Lu 0.60 0.40 <br /> Loads Uniform LL:460 Uniform TL: 598 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =6211 R2=6211 <br /> SPAN= 19.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />