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BeamChek v2004 licensed to: Steve Licht Reg#4151-65186 <br /> Robin �arage Beam��antry� <br /> Date: 1/21/14 <br /> Selection W 14x 61 36 ksi Wide Flange Steel Lateral Support at: Lu=21.5 ft max. <br /> Conditions Actual Size is 10 x 13-7/8 in., <br /> Min Bearing Length R1= 1.4 in. R2= 1.4 in. DL Defl 0.08 in Suggested Camber 0.13 in <br /> Data Beam Span 20.85 ft Reaction 1 LL 8319# Reaction 2 LL 8617# <br /> Beam Wt per ft 61.0# Reaction 1 TL 11794# Reaction 2 TL 12186# <br /> Bm Wt Included 1272# Maximum V 12186# <br /> Max Moment 67089'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/862 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(inZ) TL Defl (in) LL Defl <br /> Actual 92.20 5.21 0.29 0.21 <br /> Critical 37.27 0.85 1.04 0.70 <br /> Status OK OK OK OK <br /> Ratio 40% 16% 28% 30% <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 /> At Point Loads: Provide these minimum bearing lengths in inches or provide web stiffeners. <br /> B= 1.4 <br /> Loads <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 1790 B=2357 12.16 303 H =394 0 20.85 <br /> 423 I =582 0 20.85 <br /> I <br /> H <br /> Pt loads: ❑B <br /> 0 � <br /> R1 = 11794 R2= 12186 <br /> SPAN =20.85 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />