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PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> B-5 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=52 inZ R2=5.2 inz (1.5) DL Defl= 0.03 in <br /> Data Beam Span 8.5 ft Reaction 1 LL 2550# Reaction 2 LL 2550# <br /> Beam Wt per ft 16.4# Reaction 1 TL 3257# Reaction 2 TL 3257# <br /> Bm Wt Included 139# Maximum V 3257# <br /> Max Moment 6922'# Max V(Reduced) 2539# <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 126.56 67.50 0.09 0.06 <br /> Criticai 92.29 21.16 0.43 0.28 <br /> Status OK OK OK OK <br /> Ratio 73% 31% 21% 22°/o <br /> Fb (psi) Fv (psi E psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 900 180 1.6 625 <br /> Adjustments 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: 600 Uniform TL: 750 =A <br /> Uniform Load A <br /> � � <br /> R1 =3257 R2=3257 <br /> SPAN =8.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />