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PLAN 2070 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2070 GREAT ROOM <br /> B-2 Date: 2/25/14 <br /> Selection 3-1l8x 9 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> - Conditions NDS 2005 <br /> Min Bearing Area R1=4.7 inz R2=4.7 in2 (1.5) DL Defl= 0.06 in Recom Camber=0.10 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 2400# Reaction 2 LL 2400# <br /> Beam Wt per ft 6.83 # Reaction 1 TL 3027# Reaction 2 TL 3027# <br /> Bm Wt Included 55 # Maximum V 3027# <br /> Max Moment 6055'# Max V(Reduced) 2460# <br /> TL Max Defl L/240 TL Actual Defl L/427 <br /> LL Max Defl L/360 LL Actual Defl L/594 <br /> _ -- - — <br /> Attnbutes Section (in') Shear inz) _ TL Defl (in) LL Defl _ <br /> Actual 42.19 28.13 0.22 0.16 <br /> Critical 30.27 15.37 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 72% 55% 56% 61% <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 /> CI Stability 1.0000 Rb =0.00 Le=0.00 Ft <br /> Loads Uniform LL:600 Uniform TL: 750 =A <br /> Uniform Load A —� <br /> 0 � <br /> R1 =3027 R2 =3027 <br /> SPAN =8FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />