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BeamChek v2016 licensed to:Plan One Reg#9077-2060 <br /> 5501 Sound Drive Front Porch <br /> Ridge Beam Date:4/08/19 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.9 in2 R2=1.9 in' (1.5)DL Defl= 0.10 in <br /> Data Beam Span 10.5 ft Reaction 1 LL 722# Reaction 2 LL 722# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1196# Reaction 2 TL 1196# <br /> Bm Wt Included 83# Maximum V 1196# <br /> Max Moment 3140'# Max V(Reduced) 1021 # <br /> TL Max Defl L/240 TL Actual Defl L/624 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.20 0.10 <br /> Critical 30.34 7.40 0.53 0.35 <br /> Status OK OK OK OK <br /> Ratio 61% 23% 38% 29% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1242 207 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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: 138 Uniform TL: 220 =A <br /> Uniform Load A <br /> R1 =1196 R2=1196 <br /> SPAN=10.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> GI112 <br />