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r . � <br /> BeamChek v2013 licensed to:Design Lines, Inc Reg#2308-64256 <br /> Logan <br /> deck ledger Date: 6/25/14 <br /> Selection 2x 12 HF#2 Lu =0.0 Ft <br /> Conditrons NDS 2012 <br /> Min Bearing Area R1=2.3 inz R2=2.3 inz (1.5) DL Defl= 0.03 in <br /> Data Beam Span 8.3 ft Reaction 1 LL 747# Reaction 2 LL 747# <br /> Beam Wt per ft 4.1 # Reaction 1 TL 951 # Reaction 2 TL 951 # <br /> Bm Wt Included 34# Maximum V 951 # <br /> Max Moment 1973'# Max V(Reduced) 736# <br /> TL Max Defl L/180 TL Actual Defl L/852 <br /> LL Max Defl L/240 LL Actual Defl L/>1000 <br /> Aftributes Section (in3) Shear(inz) TL Defl (in) LL Defl <br /> Actual 31.64 16.88 0.12 0.08 <br /> Critical 27.85 7.36 0.55 0.42 <br /> Status OK OK OK OK <br /> Ratio 88% 44% 21% 20% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Ad�usted Values 850 150 1.3 405 <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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 180 Uniform TL: 225 =A <br /> Uniform Load A i <br /> 0 � <br /> R1 =951 R2=951 <br /> SPAN =8.3 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> �� <br />