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1 � <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb Rear Porch Deck <br /> D-01 Prepared by: KAD Date:3/03/15 <br /> Selection PT 4x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012,Incised <br /> Min Bearing Area R1=0.6 inz R2=0.6 int (1.5) DL Defl= 0.03 in <br /> Data Beam Span 7.42 ft Reaction 1 LL 297# Reaction 2 LL 297# <br /> Beam Wt per ft 4.68# Reaction 1 TL 388# Reaction 2 TL 388# <br /> Bm Wt Included 35# Maximum V 388# <br /> Max Moment 720W Max V(Reduced) 340# <br /> TL Max Defl L/240 TL Actual Defl L/824 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl in LL Defl <br /> Actual 17.65 19.25 0.11 0.07 <br /> Critical 9.24 3.55 0.37 0.25 <br /> Status OK OK OK OK <br /> Ratio 52% 18% 29% 30% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 936 144 1.5 625 <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 i.0moo Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:80 Uniform TL: 100 =A <br /> Uniform Load A <br /> 0 <br /> R1 =388 R2=388 <br /> SPAN=7.42 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> i <br /> i <br />