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BeamChek v2004 licensed to:Steve Licht Reg#4151-65186 <br /> Robin �� � <br /> Date: 1/21/14 <br /> Selection W 14x 53 36 ksi Wide Flange Steel Lateral Support at: Lu=17.7 ft max. <br /> Conditions Actual Size is 8 x 13-7/8 in., <br /> Min Bearing Length R1= 1.4 in. R2= 1.4 in. DL Defl 0.08 in Suggested Camber 0.12 in <br /> Data Beam Span 18.5 ft Reaction 1 LL 12580# Reaction 2 LL 12580# <br /> Beam Wt per ft 53.0# Reaction 1 TL 16844# Reaction 2 TL 16844# <br /> Bm Wt Included 981 # Maximum V 16844# <br /> Max Moment 77905'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/706 <br /> LL Max Defl L/360 LL Actual Defl L/944 <br /> AttriButes Section (in3) Shear(inZ) TL Defl(in) LL Defl <br /> Actual 77.80 5.15 0.31 0.24 <br /> Critical 43.28 1.17 0.93 0.62 <br /> Status OK OK OK OK <br /> Ratio 56% 23% 34% 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 /> Ad�ustments YP Factor, Lu 0.60 0.40 <br /> Loads Uniform LL:640 Uniform TL: 832 =A <br /> Par Unif LL Par Unif TL Start End <br /> 720 H =936 0 18.5 <br /> H <br /> Uniform Load A <br /> 0 � <br /> R1 = 16844 R2= 16844 <br /> SPAN = 18.5FT <br /> Uniform and partial uniform loads are ibs per lineal ft. <br />