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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King Deck Bm @ Rear(Center) <br /> D-02 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=1.2 int R2=1.2 int (1.5) DL Defl= 0.03 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 390# Reaction 2 LL 390# <br /> Beam Wt per ft 4.68# Reaction 1 TL 503# Reaction 2 TL 503# <br /> Bm Wt Included 30# Maximum V 503# <br /> Max Moment 817'# Max V(Reduced) 432# <br /> TL Max DefI L/240 TL Actual Defl L/782 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(inz) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.10 0.07 <br /> Critical 9.67 5.40 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 55% 28% 31% 32% <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 /> Loads Uniform LL:120 Uniform TL: 150 =A <br /> Uniform Load A <br /> 0 <br /> R1 =503 R2=503 <br /> SPAN=6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> C91 �� <br />