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PLAN 1875 <br /> BeamChek v20111icensed to:Michael Johnson Reg U 7992-66428 <br /> PLAN 1875 HALL <br /> 83 Date:6/18/14 <br /> Selecfion (2)2a 72 DF-L k2 Lu =0.0 Ft <br /> Condifions NDS 2005 <br /> Min BearingArea R9=2.4 in' R2= 2.4 in' (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 6.0 tt Reaction 1 LL 1200# Reaction 2 LL 1200# <br /> Beam Wt per ft 82# Reaction 1 TL 1525# Reaction 2 TL 1525# <br /> Bm Wt InGutletl qg k Maeimum V 1525# <br /> Max Moment 2287'# Max V(Reduced) 1048# <br /> TL Max Defl U 240 TLActual Defl U>1000 <br /> LL Max Defl L/360 LLActual Defl U>1000 <br /> Attiibutes Section (� Shear in� TL De9 finl LL Defl <br /> Actual 63.28 33.75 0.03 0.02 <br /> Critical 30.49 873 0.30 020 <br /> Status OK OK OK OK <br /> Ratio 48% 26% 10% 10% <br /> Fb si Fv si E si x mil Fc I si <br /> Values Reference Values 900 180 1.6 625 <br /> Justetl Values 900 180 1.6 625 <br /> Adiustments CF Size Factor 1.000 <br /> Ctl Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Shess 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:400 Uniform TL 500 =A <br /> Uniform Load A � <br /> 0 0 <br /> Ri = 1525 R2= 1525 <br /> SPAN =6FT <br /> Uniform antl partial uniform loatls are Ibs per lineal ft. <br />