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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King Deck Bm pa Side <br /> D-03 Prepared by:KAD Date:8/23/16 <br /> Selection PT 4x 6 HF#1 Lu=0.0 Ft <br /> Conditions NDS 2012, Incised <br /> Min Bearing Area R1=1.0 int R2= 1.0 int (1.5) DL Defl= 0.01 in <br /> Data Beam Span 4.83 ft Reaction 1 LL 322# Reaction 2 LL 322# <br /> Beam Wt per ft 4.68# Reaction 1 TL 413# Reaction 2 TL 413# <br /> Bm Wt Included 23# Maximum V 413# <br /> Max Moment 499'# Max V(Reduced) 335# <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 (in3) Shear(W) TL Defl(in) LL Defl <br /> Actual 17.65 19.25 0.03 0.02 <br /> Critical 5.91 4.19 0.24 0.16 <br /> Status OK OK OK OK <br /> Ratio 33% 22% 14% 15% <br /> Fb(psi) Fv(psi) E psi x mil Fc (psi) <br /> Values Reference Values 975 150 1.5 405 <br /> Adjusted Values 1014 120 1.4 405 <br /> Adjustments 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:133 Uniform TL: 167 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =413 R2=413 <br /> SPAN=4.83 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />