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BeamChek v2013 licensed to;Three Nail Designs Reg#8551-66863 <br /> 7910 Forest Glade <br /> Porch Beams Prepared by:JWH Date:6/24/18 <br /> $election 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.3 int R2=1.3 int (1.5)DL Defl= 0.13 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 500# Reaction 2 LL 500# <br /> Beam Wt per ft 6.17# Reaction 1 TL 831# Reaction 2 TL 831# <br /> Bm Wt Included 62# Maximum V 831# <br /> Max Moment 2077'# Max V(Reduced) 730# <br /> TL Max Defl L/240 TL Actual Defl L/477 <br /> LL Max Deft L/360 LL Actual Deft L/950 <br /> Attributes Section(in3) Shear(in2) TL Deft(in) LL Deft <br /> Actual 30.66 25.38 0.25 0.13 <br /> Critical 21.30 6.09 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 69% 24% 50% 38% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> LeadE Uniform LL:100 Uniform TL: 160 =A <br /> Uniform Load A <br /> R1=831 R2=831 <br /> SPAN=10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> /1:-/ „,-" <br />