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' � � <br /> BeamChek v20131icensed to: Three Nail Designs Reg#8551-66863 <br /> Hert <br /> Side Porch Beams Prepared by:JWH Date:3/19/17 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.2 inz R2=2.2 in2 (1.5)DL Defl= 0.04 in <br /> Data Beam Span 6.0 f't Reaction 1 LL 863# Reaction 2 LL 863# <br /> Beam Wt per ft 6.17 # Reaction 1 TL 1398# Reaction 2 TL 1398# <br /> Bm Wt Included 37 # Ma�cimum V 1398# <br /> Max Moment 2098'# Max V(Reduced) 1117� <br /> TL Ma�c Defl L/240 TL Actual Defl L/792 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attrifiutes Section in3 Shear in2 TL Defl in LL DeH <br /> tictual 30.66 25.35 0.09 0.05 <br /> Critical 2152 9.31 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 70% 37% 30% 24% <br /> Fb si Fv si E si x mil Fc 1 si <br /> Vahres Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1170 180 1.6 625 <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 /> Cm Wet LTse 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> I,aads Uniform I.,I.: 288 Uniform TL: 460 =A <br /> Uniform Load A <br /> I <br /> 0 � <br /> R1 = 1398 R2= 1398 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per linea]ft. <br /> 3 �' � <br /> / <br />