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BeamChek v2004 licensed to:Sfeve Licht Reg#4151-65186 <br /> Robin �C�F"eat Room/Upper Hall <br /> Date: 1/21/14 <br /> Selection W 8x 31 36 ksi Wide Flange Steel Lateral Support at: Lu =20.1 ft max. <br /> Conditions Actual Size is 8 x 8 in., <br /> Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.09 in Suggested Camber 0.14 in <br /> Data Beam Span 18.58 ft Reaction 1 LL 2415# Reaction 2 LL 2415# <br /> Beam Wt per ft 31.0# Reaction 1 TL 3428# Reaction 2 TL 3428# <br /> Bm Wt Included 576# Maximum V 3428# <br /> Max Moment 15923'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/720 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(inZ) TL Defl(in) LL Defl <br /> Actual 27.50 2.28 0.31 0.22 <br /> Critical 8.85 0.24 0.93 0.62 <br /> Status OK OK OK OK <br /> Ratio 32% 10% 33°/o 35% <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 /> Adiusfinents YP Factor, Lu 0.60 0.40 <br /> Loads Uniform LL:260 Uniform TL: 338 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =3428 R2 =3428 <br /> SPAN = 18.58 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />