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PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> RB-1 Date: 12/22/14 <br /> Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> - Min Bearing Area R1=3.3 inz R2=3.3 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1275# Reaction 2 LL 1275# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2064# Reaction 2 TL 2064# <br /> Bm Wt Included 47# Maximum V 2064# <br /> Max Moment 3095'# Max V(Reduced) 1533# <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 inz) TL Defl in) LL Defl <br /> Actual 49.91 32.38 0.06 0.03 <br /> Critical 34.39 12.78 0.30 020 <br /> Status OK OK OK OK <br /> Ratio 69% 39% 22% 17% <br /> Fb psi) Fv(psi) E si x mil) Fc� si) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1080 180 1.6 625 <br /> Adiustmenfs CF Size Factor 1200 <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:425 Uniform TL: 680 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =2064 R2 =2064 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />