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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2006 GARAGE <br /> GB-4 Date: 9l13/13 <br /> . Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=6.0 inZ R2=8.6 in2 (1.5) DL Defl= 0.43 in Recom Camber=0.64 in <br /> � Data Beam Span 14.0 ft Reaction 1 LL 1668# Reaction 2 LL 2632# <br /> Beam Wt per ft 14.94# Reaction 1 TL 3887# Reaction 2 TL 5622# <br /> Bm Wt Included 209# Maximum V 5622# <br /> Max Moment 18198'# Max V(Reduced) 4828# <br /> TL Max Defl L/240 TL Actual Defl L/269 <br /> LL Max Defl L/360 LL Actual Defl L/850 <br /> Attributes Section in' Shear in2 TL Defl in LL Defl <br /> Actual 123.00 61.50 0.63 0.20 <br /> Critical 90.99 30.17 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 74% 49% 89% 42% <br /> Fb ( si Fv psi) E (psi x mil Fc�(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 <br /> Point TL Distance Par Unif LL Par Unif TL Start End <br /> . B = 1800 9.0 200 H =400 0 9.0 <br /> 500 I =780 9.0 14.0 <br /> I <br /> H <br /> Pt loads: � <br /> � 0 <br /> R1 = 3887 R2 =5622 <br /> SPAN = 14FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />