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BeamChek v2004 licensed to: Steve Licht Reg#4151-65186 <br /> - - - - - - — - - - <br /> Robin Garage Beam at Entry � <br /> Date: 1/21/14 <br /> - -- — __ _. _ -- --- <br /> Selection W 6x 25 36 ksi Wide Flange Steel Lateral Support at: Lu=20 ft max. <br /> Conditions Actual Size is 6-1/8 x 6-3/8 in., <br /> Min Bearing Length R1=0.8 in. R2=0.8 in. DL Defl 0.08 in Suggested Camber 0.13 in <br /> Data Beam Span 11.77 ft Reaction 1 LL 4451 # Reaction 2 LL 4451 # <br /> Beam Wt per ft 25.0# Reaction 1 TL 6134# Reaction 2 TL 6134# <br /> Bm Wt Included 294# Maximum V 6134# <br /> Max Moment 18049'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/461 <br /> LL Max Defl L/360 LL Actual Defl L/634 <br /> Aftributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 16.70 2.04 0.31 0.22 <br /> Critical 10.03 0.43 0.59 0.39 <br /> Status OK OK OK OK <br /> Ratio 60% 21% 52% 57% <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 11.77 <br /> 303 I =394 0 11.77 <br /> I <br /> H <br /> 0 0 <br /> R1 =6134 R2=6134 <br /> SPAN = 11.77 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />