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PLAN 2070 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2070 DINING ROOM <br /> � B-4 Date: 2/25/14 <br /> Selection 3-118x 9 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> � Conditions NDS 2005 <br /> Min Bearing Area R1=4.7 inz R2=4.7 inZ (1.5) DL Defl= 0.05 in Recom Camber=0.07 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1920# Reaction 2 LL 1920# <br /> Beam Wt per ft 6.83 # Reaction 1 TL 3081 # Reaction 2 TL 3081 # <br /> Bm Wt Included 41 # Maximum V 3081 # <br /> Max Moment 4621 '# Max V(Reduced) 2310# <br /> TL Max Defl L/240 TL Actual Defl L/693 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Atfributes Section (in3) Shear(in2) TL Defl (in) _LL Defl _ <br /> Actual 42.19 28.13 0.10 0.05 <br /> Critical 23.10 14.44 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 55% 51% 35% 27% <br /> Fb si) Fv (psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 _ ___ <br /> Adjustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress 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:640 Uniform TL: 1020 =A <br /> Uniform Load A <br /> C — <br /> 0 0 <br /> R1 = 3081 R2=3081 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />