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dp <br /> BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Stumpf Roof Bm @ Kit <br /> B-01 Prepared by: KAD Date:7/23/19 <br /> Selection W 8x 10 50 ksi Wide Flange Steel Lateral Support: Lc=3.6 ft max. <br /> Conditions Actual Size is 4 x 7-7/8 in. <br /> Min Bearing Length R1=0.6 in. R2=0.6 in. (1.0) DL Defl= 0.21 in Recom Camber=0.31 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 2100# Reaction 2 LL 2100# <br /> Beam Wt per ft 10.0# Reaction 1 TL 3598# Reaction 2 TL 3598# <br /> Bm Wt Included 140# Maximum V 3598# <br /> Max Moment 12593'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/338 <br /> LL Max Defl L/360 LL Actual Defl L/580 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 7.81 1.34 0.50 0.29 <br /> Critical 4.58 0.18 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 59% 13% 71% 62% <br /> Fb(psi) Fv(psi) E(psi x mil) <br /> Values Ref.Value Fy 50000 50000 29.0 <br /> Adjusted Values 33000 20000 29.0 <br /> Adjustments YP Factor,Lc 0.66 0.40 <br /> Loads Uniform LL:300 Uniform TL: 504 =A <br /> Uniform Load A <br /> R1 =3598 R2=3598 <br /> SPAN=14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />