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• � <br /> BeamChek v20i4 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> White Beam @ Bed 3&WI <br /> B-03 Prepared by: KAD Date:2/24/16 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 10.0 inz R2=7.3 inz (1.5) DL Defl= 0.02 in Recom Camber=0.04 in <br /> Data Beam Span 6.83 ft Reaction 1 LL 5181 # Reaction 2 LL 3773# <br /> Beam Wt per ft . # Reaction 1 TL 6527# Reaction 2 TL 4767# <br /> Bm Wt Included 102# Maximum V 6527# <br /> �j � Max Moment 14816'# Max V(Reduced) 5928# <br /> TL Max Defl L/240 TL Actual Defl L/929 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3) _ Shear(in2) TL Defl (in) LL Defl __ <br /> Actual 123.00 61.50 0.09 0.06 <br /> Critical 74.08 37.05 0.34 0.23 <br /> Status OK OK OK OK <br /> Ratio 60% 60% 26% 28% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc I (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:468 Uniform TL: 585 =A <br /> Point LL Point TL Distance <br /> 5760 B=7200 2.58 <br /> Uniform Load A <br /> Pt loads: � <br /> � 0 <br /> R1 =6527 R2=4767 <br /> SPAN=6.83 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> �,� �r <br /> � �'� <br />