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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Davidson Deck Beam <br /> D-01 Prepared by:KAD Date:4/15/16 <br /> Selection PT 4x 8 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012, Incised <br /> Min Bearing Area R1=3.1 inz R2=3.1 inz (1.5) DL Defl= 0.04 in <br /> Data Beam Span 6.56 ft Reaction 1 LL 984# Reaction 2 LL 984# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1250# Reaction 2 TL 1250# <br /> Bm Wt Included 40# Maximum V 1250# <br /> Max Moment 2050'# Max V(Reduced) 1020# <br /> TL Max Defl L/240 TL Actual DO L/616 <br /> LL Max DefI L/360 LL Actual Defl L/866 <br /> Attributes Section (in 3) Shear(in2) TL Defl in LL Defl <br /> Actual 30.66 25.38 0.13 0.09 <br /> Critical 27.83 12.75 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 91% 50% 39% 42% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Ad'usted Values 884 120 1.2 405 <br /> Adiustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Ci Incised 0.80 0.80 0.95 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:300 Uniform TL: 375 =A <br /> Uniform Load A <br /> 0 <br /> R1 = 1250 R2= 1250 <br /> SPAN=6.56 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 1 � <br />