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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> WATKINS STEEL BEAM <br /> M-01 Prepared by: LL Date:5/09/18 <br /> Selection W 10x 30 50 ksi Wide Flange Steel Lateral Support: Lc=5.2 ft max. <br /> Conditions Actual Size is 5-3/4 x 10-1/2 in. <br /> Min Bearing Length R1=0.9 in. R2=0.9 in. (1.0) DL Defl= 0.13 in Recom Camber=0.19 in <br /> Data Beam Span 20.5 ft Reaction 1 LL 5228# Reaction 2 LL 5228# <br /> Beam Wt per ft 30.0# Reaction 1 TL 6842# Reaction 2 TL 6842# <br /> Bm Wt Included 615# Maximum V 6842# <br /> Max Moment 35065'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/458 <br /> LL Max Defl L/360 LL Actual Defl L/599 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 32.40 3.14 0.54 0.41 <br /> Critical 12.75 0.34 1.03 0.68 <br /> Status OK OK OK OK <br /> Ratio 39% 11% 52% 60% <br /> Fb (psi) Fy(psi) E (psi x mil) <br /> Values Ref.Value Fy 50000 50000 29.0 <br /> Adjusted Values 33000 20000 29.0 <br /> Adjustments YP Factor, Lc 0.66 0.40 <br /> Loads Uniform LL:510 Uniform TL: 638 =A <br /> Uniform Load A <br /> R1 =6842 R2=6842 <br /> SPAN=20.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />