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BeamChek v20 1 4 licensed to:Design Lines, Inc Reg#2308-64256 <br /> Taylor Nichols Wall Removal <br /> M-03 Prepared by:DSR Date:4/10/17 R <br /> Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5) DL Defl= 0.01 in Recom Camber=0.02 in <br /> Data Beam Span 3.5 ft Reaction 1 LL 1881 # Reaction 2 LL 1881 # <br /> Beam Wt per ft 6.83# Reaction 1 TL 2701 # Reaction 2 TL 2701 # <br /> Bm Wt Included 24# Maximum V 2701 # <br /> Max Moment 4717'# Max V(Reduced) 26964t <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defy L/240 LL Actual Defl L/>1000 <br /> Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl <br /> Actual 42.19 28.13 0.03 0.02 <br /> Critical 23.59 16.85 0.18 0.18 <br /> Status OK OK OK OK <br /> Ratio 56% 60% 16% 10% <br /> Fb(psi) Fv(psi) E(psi x mil) Fci.(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 <br /> Point LL Point TL Distance <br /> 3762 B=5379 - 1.75 <br /> Pt loads: B <br /> R1 =2701 R2=2701 <br /> SPAN=3.5 FT <br /> Uniform and partial uniform loads are ibs per lineal ft. <br />