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I • <br /> . • BeamChek v2014 licensed to:HA SIGN Reg#5234-65302 <br /> 3216 OAKES C!:� <br /> Date.- 4/16/16 <br /> Selection 3-1/2x 9-1/4 2.0E TJ Parallam W.S.PSL Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.1 in R2=2.1 in' (1.5) DL Defl= 0.19 in <br /> Data Beam Span 15.0 ft Reaction 1 LL 1200# Reaction 2 LL 1200# ll <br /> Beam Wt per ft 10.12# Reaction 1 TL 1576# Reaction 2 TL 1576# <br /> Bm Wt Included 152# Maximum V 1576# <br /> Max Moment 5910'# Max V(Reduced) 1414# <br /> TL Max Defl L/240 TL Actual Defl L/311 <br /> LL Max Defl L/360 LL Actual Defl L/457 <br /> Attributes Section(in 3) Shear ink TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.58 0.39 <br /> Critical 23.76 7.31 0.75 0.50 <br /> Status OK OK OK OK <br /> Ratio 48% 23% 77% 79% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 2900 290 2.0 750 <br /> Adjusted Values 2985 290 2.0 750 <br /> Adiustments CF Size Factor 1.029 <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: 160 Uniform TL: 200 =A <br /> Uniform Load A <br /> 0 <br /> R1 = 1576 R2= 1576 <br /> SPAN = 15 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />