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PLAN 2261 <br /> � BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2261 KITCHEN <br /> B-2 Date: 10/04/13 <br /> Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=4.8 inZ R2=4.8 inz (1.5) DL Defl= 0.03 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 1845# Reaction 2 LL 1845# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2970# Reaction 2 TL 2970# <br /> Bm Wt Included 39 # Maximum V 2970# <br /> Max Moment 3712'# Max V(Reduced) 2054# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Aitributes Section in3 Shear inZ) TL Defl in) LL Defl <br /> Actual 49.91 32.38 0.05 0.03 <br /> Critical 41.25 17.12 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 83% 53% 21% 17% <br /> Fb( si) Fv (psi) E si x mil Fc� si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1080 180 1.6 625 <br /> Adjustments 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: 738 Uniform TL: 1180 =A <br /> Uniform Load A <br /> � � <br /> 0 � <br /> R1 =2970 R2 =2970 <br /> SPAN =5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />