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0 • <br /> Registration# <br /> 2101 -2916 <br /> Youngblut DADU Deck beam <br /> Date: 1/30/21 BeamChek 2.3 <br /> Choice 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS'91 <br /> Min Bearing Area R1= 1.7 in2 R2= 1.7 in2 DL Defl<0.01 in. <br /> Data Beam Span 5.5 ft Reaction 1 1076# Reaction 1 LL 908# <br /> Beam Wt per ft 6.17# Reaction 2 1076# Reaction 2 LL 908# <br /> Beam Weight 34# Maximum V 1076# <br /> Max Moment 1479'# Max V(Reduced) 839# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <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 0.05 0.04 <br /> Critical 15.60 13.25 0.28 0.18 <br /> Status OK OK OK OK <br /> Ratio 51% 52% 16% 21 <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Base Values 875 95 1.6 625 <br /> Base Adjusted 1138 95 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 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: 385 =A Uniform LL:330 <br /> Uniform Load A <br /> R1 = 1076 R2= 1076 <br /> SPAN=5.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> BeamChek automatically added the beam self-weight into the calculations. <br />