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PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> B-3 Date: 12/22/14 <br /> Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> - Min Bearing Area R1=7.4 inz R2=8.9 inz (1.5) DL Defl= 0.15 in Recom Camber=0.22 in <br /> Data Beam Span 9.5 ft Reaction 1 LL 3135# Reaction 2 LL 3702# <br /> Beam Wt per ft 13.08 # Reaction 1 TL 4812# Reaction 2 TL 5817# <br /> Bm Wt Included 124# Maximum V 5817# <br /> Max Moment 14420'# Max V(Reduced) 4790# <br /> TL Max Defl L/240 TL Actual Defl L/355 <br /> LL Max Defl L/360 LL Actual Defl L/656 <br /> Attributes Section (in3) Shear(inz) TL Defl (in LL Defl <br /> Actual 94.17 53.81 0.32 0.17 <br /> Critical 72.10 29.94 0.48 0.32 <br /> Status OK OK OK OK <br /> Ratio 77% 56% 68°/o 55% <br /> Fb psi) Fv psi) E si x mil) Fc�(psi <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad�usted Values 2400 240 1.8 650 <br /> Adiustments 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 /> 1275 B=2064 3.0 240 H =300 0 3.0 <br /> 745 I = 1160 3.0 9.5 <br /> I <br /> H <br /> Pt loads: � <br /> 0 � <br /> R1 =4812 R2=5817 <br /> SPAN = 9.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />