Laserfiche WebLink
BeamChek v2013 licensed to:Three Nail Designs Reg#8551-66863 <br /> 2105 Grand <br /> Deck Joists Prepared by:JWH Date:4/30/17 <br /> Selection (2)2x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=0.2 in2 R2=0.2 int (1.5)DL Defl= <0.01 in. <br /> Data Beam Span 5.0 ft Reaction 1 LL 100# Reaction 2 LL 100# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 135# Reaction 2 TL 135# <br /> Bm Wt Included 20# Maximum V 135# <br /> Max Moment 169'# Max V(Reduced) 110# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 15.13 16.50 0.01 <0.01 <br /> Critical 1.73 0.92 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 11% 6% 5% 5% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc_i_(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 /> Loads Uniform LL:40 Uniform TL: 50 =A <br /> Uniform Load A <br /> R1=135 R2=135 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> \, s,/ <br />