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BeamChek v2004 licensed to:Steve Licht Reg#4151-65186 <br /> Robin Garage Door West <br /> Date: 1/21/14 <br /> - ---- <br /> Selection W 14x 74 36 ksi Wide Flange Steel Lateral Support at: Lu=25.9 ft max. <br /> Conditions Actual Size is 10-1/8 x 14-1/8 in., <br /> Min Bearing Length R1= 1.6 in. R2= 1.6 in. DL Defl 0.10 in Suggested Camber 0.14 in <br /> Data Beam Span 23.0 ft Reaction 1 LL 8699# Reaction 2 LL 8699# <br /> Beam Wt per ft 74.0# Reaction 1 TL 12550# Reaction 2 TL 12550# <br /> Bm Wt Included 1702# Maximum V 12550# <br /> Max Moment 72163'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/881 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 112.00 6.38 0.31 0.22 <br /> Critical 40.09 0.87 1.15 0.77 � <br /> Status OK OK OK OK <br /> Ratio 36% 14% 27% 28% <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 <br /> Par Unif LL Par Unif TL Start End <br /> 453 H =623 0 23.0 <br /> 303 I =394 0 23.0 <br /> I <br /> H <br /> 0 � <br /> R1 = 12550 R2= 12550 <br /> SPAN=23 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />