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BeamChek v2021 licensed to:Keith Beddow Reg#8101-1694 <br /> Kathleen Kingsley ' <br /> Deck beam kt.k a 4 f M%v Date:6/04/22 <br /> Selection k,111 #1 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1= 10.0 in2 R2= 10.0 in2 (1.5) DL Defl= 0.09 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 2940# Reaction 2 LL 2940# <br /> Beam Wt per ft 20.72# Reaction 1 TL 4065# Reaction 2 TL 4065# <br /> Brn Wt Included 290# Maximum V 4065# <br /> Max Moment 14228'# Max V(Reduced) 3315# <br /> TL Max Defl L/240 TL Actual Defl L/653 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 220.23 85.25 0.26 0.16 <br /> Critical 167.98 35.52 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 76% 42% 37% 35% <br /> Fb(psi) Fv(psi) E(psi x mil) Fol.(psi) <br /> Values Reference Values 1050 140 1.3 405 <br /> Adjusted Values 1016 140 1.3 405 <br /> Adjustments CF Size Factor 0.968 <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 Y. <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:420 Uniform TL: 560 =A <br /> 0 <br /> Uniform Load A <br /> R1 =4065 R2=4065 <br /> SPAN= 14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />