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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2006 GARAGE <br /> GB-1 Date: 9/13/13 <br /> - Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=2.9 in2 R2=2.9 inz (1.5) DL Defl= 0.04 in <br /> � Data Beam Span 8.0 ft Reaction 1 LL 1440# Reaction 2 LL 1440# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1831 # Reaction 2 TL 1831 # <br /> Bm Wt Included 63 # Maximum V 1831 # <br /> Max Moment 3663'# Max V(Reduced) 1479# <br /> TL Max Defl L/240 TL Actual Defl L/760 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in' Shear inZ TL Defl in LL Defl <br /> Actual 49.91 32.38 0.13 0.09 <br /> Critical 40.70 12.32 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 82% 38% 32% 34% <br /> Fb(psi) Fv(psi E si x m� Fc� si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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:360 Uniform TL: 450 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 = 1831 R2= 1831 <br /> SPAN =8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />