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1 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES DECK COVER <br /> Date: 1/20/21 <br /> Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=3.9 in2 R2=3.9 in2 (1.5)DL Defl= 0.29 in Recom Camber=0.44 in <br /> Data Beam Span 13.5 ft Reaction 1 LL 1519# Reaction 2 LL 1519# <br /> Beam Wt per ft 11.21 # Reaction 1 TL 2506# Reaction 2 TL 2506# <br /> Bm Wt Included 151 # Maximum V 2506# <br /> Max Moment 8457'# Max V(Reduced) 2227# <br /> TL Max Defl L/240 TL Actual Defl L/274 <br /> LL Max Defl L/360 LL Actual Defl L/541 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 69.19 46.13 0.59 0.30 <br /> Critical 36.77 12.10 0.68 0.45 <br /> Status OK OK OK OK <br /> Ratio 53% 26% 88% 67% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2760 276 1.8 650 <br /> Adjustments Cv Volume 1.000 <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: 225 Uniform TL: 360 =A <br /> Uniform Load A <br /> R1 =2506 R2=2506 <br /> SPAN = 13.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />