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M <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King Deck Bm @ Rear(End) <br /> D-01 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=1.1 int R2=1.1 int (1.5) DL Defl= 0.02 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 360# Reaction 2 LL 360# <br /> Beam Wt per ft 4.68# Reaction 1 TL 464# Reaction 2 TL 464# <br /> Bm Wt Included 28# Maximum V 464# <br /> Max Moment 696'# Max V(Reduced) 393# <br /> TL Max Defl L/240 TL Actual Defl L/994 <br /> LL Max DefI L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.07 0.05 <br /> Critical 8.24 4.91 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 47% 26% 24% 25% <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 /> 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 /> Dads Uniform LL: 120 Uniform TL: 150 =A <br /> Uniform Load A <br /> R1 =464 R2=464 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />