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� � • <br /> BeamCl�ek v20131icensed to:Three Nail Designs Reg#8551-66863 <br /> Hert <br /> Ridge 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= 1.9 in2 R2=1.9 in2 (1.5) DL Defl= 0.04 in <br /> Data Beam Span 6.0 ft Reaction 1 I.L 750# Reaction 2 LL 750# <br /> Beam Wt per ft 617 # Reaction 1 TL 1218# Reaction 2 TL 1218# <br /> Bm Wt Included 37 # Maximum V 1218# <br /> Ma�c Moment 1828'# Max V(Reduced) 973# <br /> TL Max Defl L/240 TL Actual Defl L/908 <br /> LL Ma�c Defl L/360 LL Actual DeH L/>1000 <br /> Attributes Section in3 Shear inz) TL Defl�in ___LL Defl <br /> - — - - --- -- <br /> Actual 30.66 25.38 0.08 0.04 <br /> Critical 18.75 8.11 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 61% 32% 26% 20% <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 L?se 1.00 1.00 1.00 1.00 <br /> Cl Stabilitv 1.0000 Rb=0.00 I.e=0.00 Ft <br /> Loads Uniform LL:250 Uniform TL: 400 =A <br /> UniForm Load :4 � <br /> � <br /> � � <br /> R1 =1218 R2= 1218 <br /> SPAN=6 FT <br /> Unif'orm and partial uniform loads are lbs per lineal ft. <br /> � �� �� <br /> �.,.. <br />