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• PLAN 2267 <br /> 6eamChek v20ff licensetl to:Michael Johnson Reg#7992-66428 <br /> PLAN 2267 DINING ROOM <br /> B3 Date: 226/14 <br /> Selection 5-1/Sx t2 GLB 24F-V4 DF/DF W =�.� Ft <br /> � Contlitions NDS 2��5 <br /> Min BearingArea R1= 7.4 in' R2=7 4 in' (1.5) DL Defl= �.1�in Recom Camber=�.15 in <br /> Data Beam Span 12.5 ft Reaction 1 LL 375�# Reaction 2 LL 375�# <br /> Beam Wt per ft 14.94# Reaction 1 TL 4781 # Reaction 2 TL 4781 # <br /> Bm Wt Included 187 # Maximum V 4781 # <br /> MaxMoment 1494�'# MaxV(Reduced) 4�i6# <br /> TLMaxDefl L/24� TLActualDefl L/429 <br /> LLMaxDefl L/36� LLActualDefl L/6�6 <br /> Atbibutes Section in') Shear in' TL Defl in LL Defl <br /> Actual 123.�� 61.5� �.35 �25 <br /> Critical 747� 25.1� �63 �A2 <br /> Status OK OK OK OK <br /> Ratio 61% 41% 56% 59% <br /> Fb si Fv si E si x mil Fc I si <br /> ✓alues Reference Values zaoo 24� 1.8 65� <br /> Ad'ustedValues zaoo 24� 1.8 65� <br /> Atliustments CvVolume i.000 <br /> cd o�ratior, i.00 i.00 <br /> Cr Repetitive i.00 <br /> Ch ShearStress N/A <br /> - cm wec use i.00 i.00 i.00 i.00 <br /> CI Stability i.0000 Rb =o.00 �e =o.00 Fc I <br /> Loatls UniformLL6�� UniformTL: 75� =A <br /> Uniform Load A <br /> 1 <br /> � � <br /> Ri =4781 R2=4781 <br /> SPAN = 12b FT <br /> Uniform and partial uniform loads are Ibs perlinealft. <br />