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BeamChek v2004 licensed to�Steve Licht Reg#4151-65186 <br /> Robin Garage Door East <br /> Date: 1/21/14 <br /> Selection W 14x 68 36 ksi Wide Flange Steel Lateral Support at: Lu=23.9 ft max. <br /> Conditions Actual Size is 10 x 14 in., <br /> Min Bearing Length R1= 1.5 in. R2= 1.5 in. DL Defl 0.09 in Suggested Camber 0.14 in <br /> Data Beam Span 22.46 ft Reaction 1 LL 8157# Reaction 2 LL 8157# <br /> Beam Wt per ft 68.0# Reaction 1 TL 11725# Reaction 2 TL 11725# <br /> Bm Wt Included 1527# Maximum V 11725# <br /> Max Moment 65835'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/898 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 103.00 5.83 0.30 0.21 <br /> Critical 36.57 0.81 1.12 0.75 <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 /> 423 H=582 0 22.46 <br /> 303 I =394 0 22.46 <br /> I <br /> H <br /> � � <br /> R1 = 11725 R2= 11725 <br /> SPAN=22.46 FT <br /> Uniform and partial uniform loads are ibs per lineal ft. <br />