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PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> B-2 Date: 12/22/14 <br /> Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu= 0.0 Ft <br /> Conditions NDS 2012 <br /> - Min Bearing Area R1=5.4 inz R2=5.4 inz (1.5) DL Defl= 0.05 in Recom Camber=0.08 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 2235# Reaction 2 LL 2235# <br /> Beam Wt per ft 6.83# Reaction 1 TL 3501 # Reaction 2 TL 3501 # <br /> Bm Wt Included 41 # Maximum V 3501 # <br /> Max Moment 5251 '# Max V(Reduced) 2625# <br /> TL Max Defl L/240 TL Actual Defl L/613 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear in2) TL Defl (in) LL Defl <br /> Actual 42.19 28.13 0.12 0.06 <br /> Critical 26.25 16.41 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 62% 58% 39% 32% <br /> Fb psi) Fv si) 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 Uniform LL: 745 Uniform TL: 1160 =A <br /> Uniform Load A <br /> � 0 <br /> R1 =3501 R2=3501 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />