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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King Beam @ Bump-out <br /> M-01 Prepared by: KAD Date: 8/24/16 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.7 int R2=1.7 int (1.5) DL Defl= 0.12 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 719# Reaction 2 LL 719# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1037# Reaction 2 TL 1037# <br /> Bm Wt Included 62# Maximum V 1037# <br /> Max Moment 2593'# Max V(Reduced) 912# <br /> TL Max Defl L/240 TL Actual Defl L/397 <br /> LL Max Defl L/360 LL Actual Defl L/661 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL DefI <br /> Actual 30.66 25.38 0.30 0.18 <br /> Critical 26.59 7.60 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 87% 30% 60% 54% <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 /> Loads Uniform LL: 144 Uniform TL: 201 =A <br /> Uniform Load A <br /> 0 <br /> R1 = 1037 R2= 1037 <br /> SPAN = 10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> i <br />