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PLAN 7958/2798 <br /> BeamChek v2011 licevsed to: Michael Johnson Reg# 7992-66428 <br /> DINING ROOM <br /> B-2 Date:4/02/14 <br /> Selection 7-1/Bx9 GLB24F-V4DF/DF _ Lu=OAR I <br /> . Qp,{Q�(jppy NDS 2005 <br /> MinBearingHrea R1=3.3in' R2=3.3in' (t.5) DLDef1= 007in RemmCamber-0.itin <br /> Data Beam Span 8.0 k Reaction 1 LL 1440# Reactron 2 LL 1440# <br /> Beam Wt per I[ 6.83# Reaction 1 TL 2t47# Reaction 2 TL 2147# <br /> Bm Wt Inclutletl 55# Maximum V 2147# <br /> MaxMoment 4295'# MaxV(Retlucetlj t745# <br /> TLMaxDe9 L/240 TLActualDefl L/570 <br /> LLMaxDefl �/360 LLActualDefl L/990 <br /> AtM6utes Section (in') Snear (in� TL Def�inJ_ LL De9 _ <br /> Hctual 42.t9 28.13 0.17 0.10 <br /> Qitical 21.47 10.90 040 027 <br /> Status OK OK OK OK <br /> Ratio 51% 39% 42% 36% <br /> Fb (Qsi Fv ( v E (Qsi x mi1 Fc1(Qsi) <br /> Ualues Reference Values 2400 240 1.8 650 <br /> Adustetl Values 2400 240 t.8 650 <br /> Adiushnents I Cv Valume 1.000 <br /> i Ctl Duration 1.00 t.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use t.00 t.00 t.00 t.00 <br /> ClStability t.0000 R6=0.00 Le=0.00R � <br /> Laads UniformLL:360 UniformTL530 =H <br /> Uniform Loatl A <br /> �\ 0 <br /> Ri =2147 R2=2147 <br /> SPHN =8 FT <br /> Uniform antl partial uniform loatls are Ibs per lineal ft. <br />