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� . • <br /> BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Kahlor 3020 Win Hdr <br /> R-03 Prepared by: KAD Date:4/03/19 <br /> Selection (2)2x 6 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.3 in2 R2=0.3 in2 (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 3.0 ft Reaction 1 LL 75# Reaction 2 LL 75# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 132# Reaction 2 TL 132# <br /> Bm Wt Included 12# Maximum V 132# <br /> Max Moment 99'# Max V(Reduced) 92# <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 15.13 16.50 0.00 <0.01 <br /> Critical 1.08 0.92 0.15 0.10 <br /> Status OK OK OK OK <br /> Ratio 7% 6% 2% 2% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <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:50 Uniform TL: 84 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 = 132 R2= 132 <br /> SPAN=3 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />