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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2006 GARAGE <br /> GB-2 Date: 9/13/13 <br /> Selection 5-1/8x 16-1/2 GLB 24F�V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1= 11.0 in2R2= 10.5 inZ (1.5) DL Defl= 0.36 in Recom Camber=0.54 in <br /> . Data Beam Span 19.0 ft Reaction 1 LL 4446# Reaction 2 LL 4534# <br /> Beam Wt per ft 20.55 # Reaction 1 TL 7168# Reaction 2 TL 6833# <br /> Bm Wt Included 390# Maximum V 7168# <br /> Max Moment 33806'# Max V(Reduced) 6163# <br /> TL Max Defl L/240 TL Actual Defl L/292 <br /> LL Max Defl L/360 LL Actual Defl L/543 <br /> Attributes Section (in3 Shear inz TL Defl (in) LL Defl <br /> Actual 232.55 84.56 0.78 0.42 <br /> Critical 172.76 38.52 0.95 0.63 <br /> Status OK OK OK OK <br /> Ratio 74% 46°/o 82% 66% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2348 240 1.8 650 <br /> Adjustments Cv Volume 0.978 <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: 100 Uniform TL: 160 =A <br /> �- Point TL Distance Par Unif LL Par Unif TL Start End <br /> B =600 7.0 360 H =550 0 7.0 <br /> 380 I =510 7.0 19.0 <br /> I <br /> H <br /> Uniform Load A <br /> Pt loads: � <br /> 0 0 <br /> R1 =7168 R2=6833 <br /> SPAN = 19 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />