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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2006 KITCHEN <br /> B-3 Date: 9/13/13 <br /> Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1= 1.9 in2 R2= 1.9 in2 (1.5) DL Defl= �0.01 in. <br /> � Data Beam Span 4.0 ft Reaction 1 LL 800# Reaction 2 LL 800# <br /> Beam Wt per ft 7.87 # Reaction 1 TL 1196# Reaction 2 TL 1196# <br /> Bm Wt Included 31 # Maximum V 1196# <br /> Max Moment 1196'# Max V(Reduced) 735# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl in LL Defl <br /> Actual 49.91 32.38 0.01 <0.01 <br /> Critical 1329 6.12 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 27% 19% 5% 5% <br /> Fb si Fv si E psi x mil Fc�(psi <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 1080 180 1.6 625 <br /> Ad�ustments CF Size Factor 1.200 <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:400 Uniform TL: 590 =A <br /> Uniform Load A <br /> � 0 <br /> R1 = 1196 R2 = 1196 <br /> SPAN =4 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />