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PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> G B-2 Date: 12/22/14 <br /> Selection (4) 2x 12 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> - Min Bearing Area R1=6.6 inz R2=6.6 inz (1.5) DL Defl= 0.05 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 2420# Reaction 2 LL 2420# <br /> Beam Wt per ft 16.4# Reaction 1 TL 4146# Reaction 2 TL 4146# <br /> Bm Wt Included 131 # Maximum V 4146# <br /> Max Moment 8291 '# Max V(Reduced) 3174# <br /> TL Max Defl L/240 TL Actual Defl L/949 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Aitributes Section in3) Shear(in2) TL Defl in) LL Defl <br /> Actual 126.56 67.50 0.10 0.05 <br /> Critical 110.55 26.45 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 87% 39% 25% 18% <br /> Fb (psi) Fv (psi) E (psi x mil) Fc� si) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 900 180 1.6 625 <br /> Adiustments CF Size Factor 1.000 <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: 605 Uniform TL: 1020 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =4146 R2=4146 <br /> SPAN =8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />