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i <br /> 4 , - ORCJUO <br /> JL White Company Incorporated <br /> Jordan Mn, 0 952-492-7747 F 952-492-7788 <br /> BeamChek v2.4 licensed to:jtwhitecoinc Reg#2308-64395 <br /> Date: 1/06/14 <br /> Selection W 12x 45 36 ksi Wide Flange Steel Lateral Support at: Lc=6.5 ft max. <br /> Conditions Actual Size is 8 x 12 in., y <br /> Min Bearing Length R1= 1.3 in. R2=1.3 in. <br /> Data Beam Span 18.0 ft <br /> Beam Wt per ft 45.0# Reaction 1 TL 16155# Reaction 2 TL 16155# <br /> Bm Wt Included 810# Maximum V 16155# <br /> Max Moment 72698 7t Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/518 <br /> Attributes Section(in') Shear(in3) TI Defl(in) <br /> ._ <br /> Actual 58.10 4.04 0.42 __..._ <br /> Critical 36.72 1.12 0.90 <br /> Status OK OK OK <br /> Ratio 63% 28% 46% <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 /> i <br /> I <br /> Loads Uniform TL: 1750 =A <br /> • <br /> I. Uniform Load A <br /> 2_____—______ <br /> R1 = 16155 R2=16155 <br /> SPAN= 18 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />