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, <br /> BeamChek v2014 licensed to:Design Lines, Inc Reg#2308-64256 <br /> Taylor Nichols Wall Removal <br /> M-01 Prepared by:DSR Date:4/10/17 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=8.3 in2 R2=8.3 in2 (1.5)DL Defl= 0.19 in Recom Camber=0.28 in <br /> Data Beam Span 13.2 ft Reaction 1 LL 3762# Reaction 2 LL 3762# <br /> Beam Wt per ft 14.94# Reaction 1 TL 5379# Reaction 2 TL 5379# <br /> Bm Wt Included 197# Maximum V 5379# <br /> Max Moment 17749'# Max V(Reduced) 4564# <br /> TL Max Defl L/240 IL Actual Defl L/329 <br /> LL Max Defl L/240 LL Actual Defl L/541 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL DefI <br /> Actual - 123.00 61.50 0.48 0.29 <br /> Critical 88.75 28.52 0.66 0.66 <br /> Status OK OK OK OK <br /> Ratio 72% 46% 73% 44% <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 /> R1 =5379 <br /> R2=5379 <br /> SPAN=13.2 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> \J <br />