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� � a , <br /> BeamChek v20131icensed to:Three Nail Designs Reg#8551-66863 <br /> Signature Homes <br /> Deck Beam Pre ared b :JWH Date: 1/O8/17 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearin Area R1=1.6 in2 R2= 1.6 inz (1.5)DL Defl= 0.04 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 800# Reaction 2 LL 800# <br /> Beam Wt per ft 6.17# Reaction 1'1'L 1025# Reaction 2 TL 1025# <br /> Bm Wt Included 49# Maximum V 1025# <br /> Max Moment 2049'# Max V(Reduced) 870# <br /> TL Max Defl L/240 T'L Actual DeR L/653 <br /> LL Maac Defl I,/360 LL Actual Defl L/928 <br /> Attributes Section in3 Shear inz TL Defl in LL Defl <br /> Actual 30.66 25.38 0.15 0.10 <br /> Critical 21.02 7.25 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio C9% 29% 37% 39% <br /> Fb si Fv si E si x mil Pc 1 si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1170 180 1.6 625 <br /> .4djustments CF Size ractor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet LJse 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb-0.00 Le=0.00 Ft <br /> Loads Uniform LL:200 Unif'orm'I'L: 250 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =]025 R2= 1025 <br /> SPAN=8 FT <br /> iJniform and partial uniform loads are lbs per lineal ft. <br /> r'��\ ri✓' <br />