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BeamChek v2017 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> EVERETT DECK LOWER SIDE BM <br /> Date: 12/07/18 <br /> Selection PT 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015, Incised <br /> Min Bearing Area R1=2.0 in2 R2=2.0 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1080# Reaction 2 LL 1080# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1278# Reaction 2 TL 1278# <br /> Bm Wt Included 37# Maximum V 1278# <br /> Max Moment 1918'# Max V(Reduced) 1021 # <br /> TL Max Defl L/240 TL Actual Defl L/910 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.08 0.06 <br /> Critical 24.59 10.64 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 80% 42% 26% 31% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 936 144 1.5 625 <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 /> Ci Incised 0.80 0.80 0.95 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 360 Uniform TL: 420 =A <br /> Uniform Load A <br /> R1 = 1278 R2= 1278 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />