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BeamChek v2016licensed to:Plan One Reg#9077-2060 <br /> 5501 Sound Drive Family Room <br /> Window Header Date:4/08/19 <br /> Selection 3-1/2x 9-1/4 1.55E TJ TimberStrand LSL Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.9 in2 R2=2.9 in2 (1.5)DL Defl= 0.11 in <br /> Data Beam Span 8.5 ft Reaction 1 LL 1594# Reaction 2 LL 1594# <br /> Beam Wt per ft 8.54# Reaction 1 TL 2586# Reaction 2 TL 2586# <br /> Bm Wt Included 73# Maximum V 2586# <br /> Max Moment 5496'# Max V(Reduced) 2117# <br /> TL Max Defl L/240 TL Actual Defl L/443 <br /> LL Max Defl L/360 LL Actual Defl L/857 <br /> Attributes Section(in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.23 0.12 <br /> Critical 24.08 8.91 0.43 0.28 <br /> Status OK OK OK OK <br /> Ratio 48% 28% 54% 42% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc l (psi) <br /> Values Reference Values 2325 310 1.6 900 <br /> Adjusted Values 2739 357 1.6 900 <br /> Adjustments CF Size Factor 1.024 <br /> Cd Duration 1.15 1.15 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:375 Uniform TL: 600 =A <br /> Uniform Load A <br /> R1 =2586 R2=2586 <br /> SPAN=8.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />