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3 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES DECK PORCH <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 RI=3.3 in2 R2=3.3 in2 (1.5)DL Defl= 0.23 in Recom Camber=0.34 in <br /> Data Beam Span 13.0 ft Reaction 1 LL 1300# Reaction 2 LL 1300# <br /> Beam Wt per ft 11.21 # Reaction 1 TL 2153# Reaction 2 TL 2153# <br /> Bm Wt Included 146# Maximum V 2153# <br /> Max Moment 6997'# Max V(Reduced) 1904# <br /> TL Max Defl L/240 TL Actual Defl L/343 <br /> LL Max Defl L/360 LL Actual Defl L/681 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 69.19 46.13 0.45 0.23 <br /> Critical 30.42 10.35 0.65 0.43 <br /> Status OK OK OK OK <br /> Ratio 44% 22% 70% 53% <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: 200 Uniform TL: 320 =A <br /> Uniform Load A _ <br /> R1 =2153 R2=2153 <br /> SPAN = 13 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 0(.! <br />