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PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> B-6 Date: 12/22/14 <br /> Selection 6-3/4x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> - Min Bearing Area R1=3.0 in2 R2=42 inz (1.5) DL Defl= 0.18 in Recom Camber=026 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 1436# Reaction 2 LL 2074# <br /> Beam Wt per ft 1722# Reaction 1 TL 1919# Reaction 2 TL 2733# <br /> Bm Wt Included 276# Maximum V 2733# <br /> Max Moment 14865'# Max V(Reduced) 2657# <br /> TL Max Defl L/240 TL Actual Defl L/350 <br /> LL Max Defl L/360 LL Actual Defl L/514 <br /> Attributes Section in3) Shear(inz) TL Defl (in) LL Defl <br /> Actual 124.03 70.88 0.55 0.37 <br /> Critical 74.32 16.61 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 60% 23% 69°/o 70% <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 /> 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 Uniform LL:60 Uniform TL: 70 =A <br /> Point LL Point TL Distance <br /> 2550 B =3257 10.0 <br /> Uniform Load A <br /> Pt loads: � <br /> 0 0 <br /> R1 = 1919 R2=2733 <br /> SPAN = 16FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />