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' � . <br /> Beam Chek v20131icensed to:Three Nail Designs Reg#8551-66863 <br /> Hert <br /> Entry Door Prepared by:JWH Date:3/19/17 <br /> Selection 4x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.0 in2 R2—1.0 inz (1.5)DL Defl= <OA1 in. <br /> Data Beam Span 3.0 ft Reaction 1 LL 375# Reaction 2 LL 375# <br /> Beam Wt per ft 4.68 # Reaction 1 TL 616# Reaction 2 TL 616# <br /> Bm Wt Included 14# Ma�cimum V 616# <br /> Maac Moment 919'# Max V(Reduced) 614# <br /> TL Ma�c Defl L/240 TL Actual Defl L/>1000 <br /> LL M�Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3) Shear(inz) TL DeH in LL llefl __ <br /> Acatal 17.65 19.25 0.02 <0.01 <br /> Critical 9.42 5.12 0.15 0.10 <br /> Status OK OK OIC OK <br /> Ratio 53% 27% 12% 9% <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 <br /> Point LL Point TL Distance <br /> 750 B= 1218 1.5 <br /> Pt loads: ❑B -� <br /> � 0 <br /> R1 =616 R2=616 <br /> SPr1N=3 FT <br /> i?niform and partial uniform loacis are lbs per lineal ft. <br /> �_. �-"` `'f <br /> `'" <br />