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BeamChek v20 1 7 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Carlson Gar Dr Hdr <br /> B-01 Prepared by: KAD Date:9/21/18 <br /> Selection 4x 12 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1= 1.5 in2 R2= 1.5 int (1.5) DL Defl= 0.20 in <br /> Data Beam Span 16.5 ft Reaction 1 LL 516# Reaction 2 LL 516# <br /> Beam Wt per ft 9.57# Reaction 1 TL 945# Reaction 2 TL 945# <br /> Bm Wt Included 158# Maximum V 945# <br /> Max Moment 3899'# Max V(Reduced) 838# <br /> TL Max Defl L/240 TL Actual Defl L/562 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 73.83 39.38 0.35 0.16 <br /> Critical 47.26 6.98 0.83 0.55 <br /> Status OK OK OK OK <br /> Ratio 64% 18% 43% 28% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc_l_(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 990 180 1.6 625 <br /> Adjustments CF Size Factor 1.100 <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:63 Uniform TL: 105 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =945 R2=945 <br /> SPAN= 16.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />