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� . <br /> BeamChek v20131icensed to: Three Nail Designs Reg#8551-66863 <br /> Signature Homes <br /> Upper HDR's(Worse Case) Pre ared b :JWH Date: 1/07/17 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearin Area R1=3.1 inz R2=3.1 inz (1.5)DL Defl= 0.04 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 1219# Reaction 2 LL 1219# <br /> Beam Wt per ft 6.17 # Reaction 1 TL 1965# Reaction 2 TL 1965# <br /> Bm Wt Included 31 # Ma�cimum V 1965# <br /> Max Moment 2457'# Max V(Reduced) 1490# <br /> TL Max Defl L/240 TL Actual Defl L/812 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3 Shear in2 '1'L Defi in LL Defl <br /> Actual 30.66 25.38 0.07 0.04 <br /> Critical 25.20 12.42 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 82% 49% 30% 23% <br /> Fb si Fv si E si x mil Fc 1 si <br /> Values 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 Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:488 Uniform TL: 780 -A <br /> Uniform Load A <br /> � 0 <br /> Rl =1965 R2= 1965 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> �� � ; <br />