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18 <br /> V <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES DECK BEAM <br /> Date: 1/23/21 <br /> Selection PT 6x 10 DF-L#1 Lu =0.0 Ft <br /> Conditions NDS 2015, Incised <br /> Min Bearing Area RI=4.7 in2 R2=4.7 in2 (1.5)DL Defl= 0.04 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 2160# Reaction 2 LL 2160# <br /> Beam Wt per ft 12.7 # Reaction 1 TL 2931 # Reaction 2 TL 2931 # <br /> Bm Wt Included 102 # Maximum V 2931 # <br /> Max Moment 5862'# Max V(Reduced) 2351 # <br /> TL Max Defl L/240 TL Actual Defl L/752 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl - <br /> Actual 82.73 52.25 0.13 0.08 <br /> Critical 65.13 25.93 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 79% 50% 32% 31% <br /> Fb(psi) Fv(psi) E si x mil Fc I si <br /> Values Reference Values 1350 170 1.6 625 <br /> Adjusted Values 1080 136 1.5 625 <br /> Adjustments CF Size Factor 1.000 <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: 540 Uniform TL: 720 =A <br /> Uniform Load A <br /> R1 =2931 R2=2931 <br /> SPAN = 8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> <(3)( <br />