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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2006 DINING ROOM <br /> B-4 Date: 9/13/13 <br /> . Selection �(4) 2x 12 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=4.3 inz R2=4.3 inz (1.5) DL Defl= 0.18 in <br /> ' Data Beam Span 13.0 ft Reaction 1 LL 1300# Reaction 2 LL 1300# <br /> Beam Wt per ft 16.4# Reaction 1 TL 2707# Reaction 2 TL 2707# <br /> Bm Wt Included 213 # Maximum V 2707# <br /> Max Moment 8797'# Max V(Reduced) 2316# <br /> TL Max Defl L/240 TL Actual Defl L/528 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3 Shear inz TL Defl�in) LL Defl <br /> Actual 126.56 67.50 0.30 0.11 <br /> Critical 117.29 19.30 0.65 0.43 <br /> Status OK OK OK OK <br /> Ratio 93% 29% 45% 26% <br /> Fb ( si Fv psi E psi x mil Fc� psi <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 900 180 1.6 625 <br /> Adjustments CF Size Factor 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: 200 Uniform TL: 400 =A <br /> Uniform Load A <br /> � 0 <br /> R1 =2707 R2=2707 <br /> SPAN = 13FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />