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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb Front Porch Deck <br /> D-02 Prepared by: KAD Date:3/03/15 <br /> Selection PT 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012, Incised <br /> Min Bearing Area R1=1.5 int R2= 1.5 inz (1.5) DL Defl= 0.06 in <br /> Data Beam Span 11.5 ft Reaction 1 LL 690# Reaction 2 LL 690# <br /> Beam Wt per ft 7.87# Reaction 1 TL 908# Reaction 2 TL 908# <br /> Bm Wt Included 90# Maximum V 908# <br /> Max Moment 2610'# Max V(Reduced) 786# <br /> TL Max Defl L/240 TL Actual Defl L/697 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl in LL DefI <br /> Actual 49.91 32.38 0.20 0.13 <br /> Critical 36.25 8.19 0.58 0.38 <br /> Status OK OK OK OK <br /> Ratio 73%, 25% 34% 35% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 864 144 1.5 625 <br /> Adjustments CF Size Factor 1.200 <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 0 <br /> R1 =908 R2=908 <br /> SPAN = 11.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />