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� � • <br /> BeamChek v20131icensed to: Three Nail Designs Reg#8551-66863 <br /> Hert <br /> Rafters Prepared by:JWH Date:3/19/17 <br /> Selection 2x 8 DF-L#2 @ 24 in oc Lu=0.0 Ft Lu @OH=0.0 Ft <br /> Conditions NDS 2012,Overhang,Repetitive Use <br /> Min Bearing Area R1=0.6 in2 R2=0.8 in2 (1.5)DL Defl= 0.13 in. <br /> Data Beam Span l0A ft Reaction 1 LL 244# Reaction 2 LL 331 # <br /> Beam Wt per ft 0 # Reaction 1 TL 391 # Reaction 2 TL 529# <br /> Bm Wt Included 0 # Maximum V 409# Overhang Length 1.5 ft <br /> Ma�c Moment 956'# Max V(Reduced) 361 # 'I'otal Beam Length 11.5 ft <br /> TL Max Defl L/240 TL Actual Defl L/453 OI-I TL Actual Defl L/275 <br /> LL Max Defl L/360 LL Actual Defl L/862 OH LL Actual Defl L/522 <br /> Attributes Section(in� Shear(in2) TL Defl(in) LL Defl OH TL Defl __OH LL Defl__ <br /> Actual 13.14 10.88 0.2( 0.14 -0.13 -0.07 <br /> Critical 9.Z3 3.01 050 0.33 Q15 0.10 <br /> Status OK OK OK OK OK OK <br /> Ratio 70% 28% 53% 42% 87% 69% <br /> Fb si Fv si E si x mil Fc 1 si <br /> Tjalues Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1242 180 1.6 625 <br /> Ad�crstlnents CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 115 <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 /> Cl Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 50 Uniform TL: 80 =A Uniform Ld on Backs an <br /> Par Unif LL Par Unif`TL Start End <br /> 50 K=80 (OH) 0 1.5 <br /> Uniform Load A K <br /> � 0 <br /> R1 =391 R2=529 <br /> BACKSPAN=10 FT OH- 1.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> � ' /_ ,,� <br /> �.`�J <br />