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Registration# <br /> 2101 -2916 <br /> Youngblut DADU Floor beam <br /> Date: 1/30/21 BeamChek 2.3 <br /> Choice 5-1/8x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions <br /> Min Bearing Area R1=8.7 in2 R2=8.7 in2 DL Defl 0.08 in Suggested Camber 0.12 in <br /> Data Beam Span 18.25 ft Reaction 1 5680# Reaction 1 LL 4380# <br /> Beam Wt per ft 22.42# Reaction 2 5680# Reaction 2 LL 4380# <br /> Beam Weight 409# Maximum V 5680# <br /> Max Moment 25913'# Max V(Reduced) 4746# <br /> TL Max Defl L/240 TL Actual Defl L/633 <br /> LL Max Defl L/360 LL Actual Defl L/821 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 276.75 92.25 0.35 0.27 <br /> Critical 133.05 37.47 0.91 0.61 <br /> Status OK OK OK OK <br /> Ratio 48% 41% 38% 44% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Base Values 2400 190 1.8 650 <br /> Base Adjusted 2337 190 1.8 650 <br /> Adjustments Cv Volume 0.974 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress 1.00 <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads Uniform TL: 600 =A Uniform LL:480 <br /> Uniform Load A <br /> R 1 =5680 R2=5680 <br /> SPAN= 18.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> BeamChek automatically added the beam self-weight into the calculations. <br />