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PLAN 2070 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2070 GREAT ROOM <br /> B-3 Date: 2/25/14 <br /> Selection 6-3/4x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> � Conditions NDS 2005 <br /> Min Bearing Area R1=9.0 inz R2=9.0 in2 (1.5) DL Defl= 0.17 in Recom Camber=0.26 in <br /> Data Beam Span 15.2 ft Reaction 1 LL 4560# Reaction 2 LL 4560# <br /> Beam Wt per ft 19.68 # Reaction 1 TL 5850# Reaction 2 TL 5850# <br /> Bm Wt Included 299# Maximum V 5850# <br /> Max Moment 22228'# Max V(Reduced) 5080# <br /> TL Max Defl L/240 TL Actual Defl L/311 <br /> LL Max Defl L/360 LL Actual Defl L/444 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 162.00 81.00 0.59 0.41 <br /> Critical 111.14 31.75 0.76 0.51 <br /> Status OK OK OK OK <br /> Ratio 69% 39% 77% 81% <br /> Fb (psi) Fv (psi) 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 /> 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 /> I CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> I` <br /> Loads Uniform LL:600 Uniform TL: 750 =A <br /> Uniform Load A <br /> �_ _ _� <br /> 0 � <br /> R1 = 5850 R2= 5850 <br /> SPAN = 15.2FT <br /> Uniform and partiai uniform loads are ibs per lineal ft. <br />