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BeamChek v2014 licensed to:Design Lines,Inc Reg#2308-64256 <br /> Taylor Nichols Wall Removal <br /> M-02 Prepared by:DSR Date:4/10/17 <br /> Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=4.3 int R2=4.3 in2 (1.5)DL Defl= 0.06 in Recom Camber=0.08 in <br /> Data Beam Span 7.0 ft Reaction 1 LL 1995# Reaction 2 LL 1995# <br /> Beam Wt per ft 6.83# Reaction 1 TL 2824# Reaction 2 TL 2824# <br /> Bm Wt Included 48# Maximum V 2824# <br /> Max Moment 4942'# Max V(Reduced) 2219# <br /> TL Max Defl L/240 TL Actual Def I L 1575 <br /> LL Max DefI L/240 LL Actual DefI• L/934 <br /> Attributes Section (in3) Shear(int) TL DefI(in) LL DefI <br /> Actual 42.19 28.13 0.15 0.09 <br /> Critical 24.71 13.87 0.35 0.35 <br /> Status OK OK OK OK <br /> Ratio 59% 49% 42% 26% <br /> Fb (psi) Fv(psi) E (psi x mil) .Fc (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted 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:570 Uniform TL: 800 =A <br /> Uniform Load A <br /> ,/\\ <br /> R1 =2824 R2=2824 <br /> SPAN=7 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />