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, • � <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> W hite Beam�a Bed 3&W I <br /> B-03 Prepared by: KAD Date:5/06/16 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=7.3 in2R2= 10.0 inz (1.5) DL Defl= 0.02 in Recom Camber=0.04 in <br /> Data Beam Span 6.8 ft Reaction 1 LL 3767# Reaction 2 LL 5173# <br /> Beam Wt per ft 14.94# Reaction 1 TL 4759# Reaction 2 TL 6517# <br /> Bm Wt Included 102# Maximum V 6517# <br /> Max Moment 14743'# Max V(Reduced) 5917# <br /> TL Max Defl L/240 TL Actual Defl L/939 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in� Shear inz) TL Defl (in) LL Defl <br /> Actual 123.00 61.50 0.09 0.06 <br /> Critical 73.71 36.98 0.34 0.23 <br /> Status OK OK OK OK <br /> Ratio 60% 60% 26% 28% <br /> Fb( si Fv( si) E ( si x mil) Fc�( si <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad�usted Values 2400 240 1.8 650 <br /> Ad/ustments 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:468 Uniform TL: 585 =A <br /> Point LL Point TL Distance � <br /> 5760 B=7200 4.23 <br /> Uniform Load A <br /> Pt loads: L� <br /> � � <br /> R1 =4759 R2=6517 <br /> SPAN=6.8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> �} a� � <br /> �'" i' <br />