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� <br /> PLAN 2261 <br /> � BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2261 GREAT ROOM <br /> B-3 Date: 10/04/13 <br /> Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1= 10.6 in2 R2=9.8 inz (1.5) DL Defl= 0.18 in Recom Camber=0.27 in <br /> Data Beam Span 13.5 ft Reaction 1 LL 4725# Reaction 2 LL 4725# <br /> Beam Wt per ft 16.81 # Reaction 1 TL 6864# Reaction 2 TL 6375# <br /> Bm Wt Included 227# Maximum V 6864# <br /> Max Moment 22789'# Max V(Reduced) 5861 # <br /> TL Max Defl L/240 TL Actual Defl L/353 <br /> LL Max Defl L/360 LL Actual Defl L/587 <br /> Attributes Section (in3 Shear(in2) TL Defl in) LL Defl <br /> Actual 155.67 69.19 0.46 0.28 <br /> Critical 113.94 36.63 0.68 0.45 <br /> Status OK OK OK OK <br /> Ratio 73% 53% 68% 61% <br /> Fb(psi) Fv( si) E (psi x mil Fc�(psi <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments 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: 700 Uniform TL: 875 =A <br /> Point TL Distance <br /> B = 1200 4.0 <br /> Uniform Load A <br /> Pt loads: n <br /> � 0 <br /> R1 =6864 R2=6375 <br /> SPAN = 13.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />