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� <br /> PLAN 2261 <br /> � BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2261 GARAGE <br /> GB-2 Date: 10/04/13 <br /> Selection 6-3/4x 18 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1= 16.1 in2R2= 10.0 in2 (1.5) DL Defl= 0.39 in Recom Camber=0.59 in <br /> Dafa Beam Span 20.5 ft Reaction 1 LL 5013# Reaction 2 LL 4001 # <br /> Beam Wt per ft 29.52 # Reaction 1 TL 10451 # Reaction 2 TL 6491 # <br /> Bm Wt Included 605# Maximum V 10451 # <br /> Max Moment 42263'# Max V(Reduced) 10287# <br /> TL Max Defl L/240 TL Actual Defl L/342 <br /> LL Max Defl L/360 LL Actual Defl L/754 <br /> Attributes Section in3 Shear(in2) TL Defl (in) LL Defl <br /> Actual 364.50 121.50 0.72 0.33 <br /> Critical 225.66 64.30 1.03 0.68 <br /> Status OK OK OK OK <br /> Ratio 62% 53% 70% 48% <br /> Fb (psi) Fv (psi) E (psi x mil Fc� psi <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2247 240 1.8 650 <br /> Adjustments Cv Volume 0.936 <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 /> 2264 B =6368 3.0 50 H =80 0 3.0 <br /> 650 C = 1084 13.5 380 I =590 3.0 13.5 <br /> 280 J =350 13.5 20.5 <br /> J � <br /> I � <br /> 0 <br /> Pt loads: 0 0 <br /> 0 � <br /> R1 = 10451 R2 =6491 <br /> SPAN =20.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />