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r , <br /> BeamChek v2008 licensed to:Sylvestre Construction, Inc. Reg#9077-2983 <br /> Freivalds-Kelley Floor Beam <br /> Beam 1 Treated 2x12 Date:2/10/15 <br /> Selection (2)2x 12 So. Pine#2 Lu=0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=3.7 int R2=3.7 int (1.5)DL Defl= 0.03 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 1183# Reaction 2 LL 1183# <br /> Beam Wt per ft 8.2# Reaction 1 TL 2094# Reaction 2 TL 2094# <br /> Bm Wt Included 53# Maximum V 2094# <br /> Max Moment 3402'# Max V(Reduced) 1490# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(W) Shear inj TL Defl(in) LL Defl <br /> Actual 63.28 33.75 0.06 0.03 <br /> Critical 41.87 12.77 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 66% 38% 17% 12% <br /> Fb(psi) Fv(psi) E psi x mil Fc-L(psi) <br /> Values Reference Values 975 175 1.6 565 <br /> Adjusted Values 975 175 1.6 565 <br /> Adiustments CF Size Factor 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:364 Uniform TL: 636 =A <br /> Uniform Load A <br /> 0 <br /> R1 =2094 R2=2094 <br /> SPAN=6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />