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. PLAN 2267 <br /> BeamChek v2077 licensed to:Michael Johnson fteg#799&66428 <br /> PLAN 2267 DINING ROOM <br /> B-2 Dale'.2/26/�4 <br /> Se/ection 3-1/Bx 9 GLB 24F-V4 OFIOF W =OD Ft <br /> � Conditions NDS 2005 <br /> MinBeanngArea R�=4Jin' R2=47in' (L5) DLDefl= 0.06inRecomCamber=0.�0in <br /> Dafa Beam Span 8D ft Reaction � LL 2400# Reaction 2 LL 2400# <br /> � Beam Wt perft 6.83# Reaction � TL 3027 k Reaction 2 TL 3027# <br /> BmWllncluded 55# MaximumV 3027# <br /> Max Momenl 6055'# Max V(Reduced) 2460# <br /> TLMaxDefl L/240 TLActualDefl L/427 <br /> LLMaxDe9 L/360 LLActualDefl L/594 <br /> Attnbutes Section in' Shear in' TL Defl in LL Defl <br /> Actual 42�9 28.13 022 0.16 <br /> Crilical 3027 �5.37 040 027 <br /> StaWs OK OK OK OK <br /> Ratio 72% 55% 56% 6�% <br /> Fb si W si E si x mil Fc I si <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad-usted Ualues 2400 240 1 8 650 <br /> Adiustments Cv Valume 1.000 <br /> Cd Duration L00 �.00 <br /> Cr Repelilive L00 <br /> Ch ShearStress N/A <br /> Cm Wet Use 1.00 L00 1.00 L00 <br /> G Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads UniformLL600 UniformTL: 750 =A <br /> Uniform Load A <br /> _ — .— � <br /> � � <br /> R� =3027 R2= 3027 <br /> SPAN =8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />