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• � <br /> Beam Chek v20131icensed to:Three Nail Designs Reg#8551-66863 <br /> Hert <br /> Ridge Support Prepared by:JWH Date:3/19/17 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Pt <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 1.0 inz R2= 1.0 inz (15)DL Defl= 0.03 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 375# Reaction 2 LL 375# <br /> Beam Wt per ft 6.17 # Reaction 1 TL 627# Reaction 2 TL 627# <br /> Bm Wt Included 37 # Maximum V 627# <br /> Max Moment 1855'# Ma3c V(Reduced) 624# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Nlax Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3) Shear_inz __ TL Defi(in�_ LL Defl _ <br /> �lctual 30.66 25.38 0.06 0.03 <br /> Critical 19.02 5.'LO 0.30 0.20 <br /> Status OK OK OK OK <br /> Ra�io 62% 20% 21% 16% <br /> Fb si Fv si E si x mil Fc 1 si <br /> T/alues 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 Stabilitv 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads <br /> Point LL Point`TL Distance <br /> 750 B= 1218 3.0 <br /> Pt loads: ❑B � <br /> � 0 <br /> Rl =627 R2=627 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> '% � C <br /> w <br />