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16 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES ENTRY <br /> Date: 1/23/21 <br /> Selection 4x 8 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5) DL Defl= 0.07 in <br /> Data Beam Span 7.0 ft Reaction 1 LL 875# Reaction 2 LL 875# <br /> Beam Wt per ft 6.17 # Reaction 1 TL 1422# Reaction 2 TL 1422# <br /> Bm Wt Included 43# Maximum V 1422# <br /> Max Moment 2488'# Max V(Reduced) 1176# <br /> TL Max Defl L/240 TL Actual Defl L/572 <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 0.15 0.08 <br /> Critical 25.52 9.80 0.35 0.23 <br /> Status OK OK OK OK <br /> Ratio 83% 39% 42% 32% <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 /> CI Stability 1.0000 Rb= 0.00 Le=0.00 Ft <br /> Loads Uniform LL: 250 Uniform TL: 400 =A <br /> Uniform Load A <br /> L <br /> R1 = 1422 R2= 1422 <br /> SPAN =7 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />