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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King Flr Bm @ End <br /> F-01 Prepared by: KAD Date:8/22/16 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft Lu @OH=0.0 Ft <br /> Conditions NDS 2012,Overhang <br /> Min Bearing Area R1=2.5 int R2=5.0 int (1.5) DL Defl= -0.02 in. <br /> Data Beam Span 6.0 ft Reaction 1 LL 1227# Reaction 2 LL 2453# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1550# Reaction 2 TL 3100# <br /> Bm Wt Included 49# Maximum V 1937# Overhang Length 2.0 ft <br /> Max Moment 2066'# Max V(Reduced) 1586# Total Beam Length 8.0 ft <br /> TL Max DefI L/240 TL Actual Defl L/941 OH TL Actual Defl L/611 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual DefI L/848 <br /> Attributes Section W Shear int) TL Defl(in) LL Defl OH TL Defl OH LL Def) <br /> Actual 30.66 25.38 0.08 0.05 -0.08 -0.06 <br /> Critical 21.19 13.22 0.30 0.20 0.20 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 69% 52% 26% 27% 39% 42% <br /> Fb psi Fv psi E(psi x mil Fc psi <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted 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 /> Cl Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:460 Uniform TL: 575 =A Uniform Ld on Backs an <br /> Par Unif LL Par Unif TL Start End <br /> 460 K=575 (OH) 0 2.0 <br /> Uniform Load A K <br /> 0 <br /> R1 = 1550 R2=3100 <br /> BACKSPAN=6 FT OH=2 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> c� lv <br />