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• <br /> JL White Company Incorporated <br /> Jordan Mn,O 952-492-7747 F 952-492-7788 <br /> BeamChek v2.4 licensed to:jlwhitecoinc Reg!t 2308-84395 <br /> Date: 12/31/13 <br /> Selection I W 8x 21 36 Icsi Wide Flange Steel Lateral Support at Lc=5.6 ft max. 1 <br /> Conditions Actual Size is 5-1/4 x 8-1/4 in., <br /> Min Bearing Length R1=0.8 in. R2=0.8 in. <br /> Data Beam Span 11.0 ft <br /> Beam Wt per ft 21.0# Reaction 1 TL 4473# Reaction 2 TL 4473# <br /> Bm Wt Included 231 # Maximum V 4473# <br /> Max Moment 24284'# Max V(Reduced) N/A <br /> TL Max Defl L 240 TL Actual Defl L/546 <br /> AttrOutes Section(in3) Shear(ins) TL <br /> Actual 18.20 2.07 0.24 <br /> Critical 12.26 0.31 0.55 <br /> Status i OK OK OK <br /> Ratio 67% 15% 44% <br /> Fb(psi) Fv(psi) E(psi x mil) <br /> Values I Base Value Fy 36000 36000 29.0 <br /> Base Adjusted 23760 14400 29.0 <br /> Adjustments YP Factor,Lc 0.66 0.40 <br /> At Point Loads:Provide these minimum bearing lengths in inches or provide web stiffeners. <br /> B=0.8 <br /> • Point TL Distance <br /> $=8715 5.5 <br /> Pt loads: I�1 <br /> R1 =4473 R2=4473 <br /> SPAN= 11 FT <br /> Uniform and partial uniform loads are lbs per lineal ft <br />