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, , PLAN 1675 <br /> BeamChek v2077 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 1875 HALL <br /> B3 Date:6/18/14 <br /> Selection (2)2z 12 DF-L N2 Lu = OA Ft <br /> CorMitions NDS 2005 <br /> Min Bearing Area R1=2.4 in' R2=2.4 in' (1.5) DL Defl= <0.01 in. <br /> Dafa I Beam Span 6.0 k 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 lncluded 49 # Maximum V 1525# <br /> Max Moment 2287'# Max V(Reduced) 1048# <br /> TLMavDefl U240 TLActualDeFl L/»000 <br /> LL Max Defl U 360 LLActual Defl L/>1000 <br /> Attnbutes Section in' Shear in' TL Defl in LL Defl <br /> Actual 6328 3375 0.03 OA2 <br /> Cntical 30.49 873 0.30 020 <br /> Status OK OK OK OK <br /> Ratio 48% 26% 10% 10% <br /> Fb jpsi) W�osi E�osi a mil Fc I �� <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 /> CrRepetitive 1.00 <br /> Ch ShearStress 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 /> Loatls Uniform LL:400 UniformTL 500 =A <br /> Uniform Load A <br /> — � <br /> 0 0 <br /> R� = 1525 R2= 1525 <br /> SPAN =6 FT <br /> Unifortn and partial uniform loads are Ibs per lineal ft. <br />