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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2006 GARAGE <br /> GB-5 Date: 9/13/13 <br /> Selection 5-1/8x 16-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft I <br /> � Conditions NDS 2005 <br /> Min Bearing Area R1=4.1 in2 R2=6.6 in2 (1.5) DL Defl= 0.07 in Recom Camber=0.10 in <br /> _ Data Beam Span 11.5 ft Reaction 1 LL 1298# Reaction 2 LL 2460# <br /> Beam Wt per ft 20.55# Reaction 1 TL 2648# Reaction 2 TL 4280# <br /> Bm Wt Included 236# Maximum V 4280# <br /> Max Moment 15468'# Max V(Reduced) 3551 # <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3 Shear inz) TL Defl in LL Defl <br /> Actual 232.55 84.56 0.11 0.05 <br /> Critical 77.34 22.19 0.58 0.38 <br /> Status OK OK OK OK <br /> Ratio 33% 26% 20% 12% <br /> Fb psi 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 LL _ Point TL Distance Par Unif LL Par Unif TL Start End <br /> 1668 B= 3887 6.0 380 H = 510 6.0 11.5 <br /> H <br /> Pt loads: ❑B <br /> 0 0 <br /> R1 =2648 R2=4280 <br /> SPAN = 11.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />