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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb Liv/Din Floor Beams <br /> M-01 Prepared by:KAD Date:3/03/15 <br /> Selection 6x 10 DF-L#1 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=4.1 int R2=4.1 int (1.5) DL Defl= 0.09 in <br /> Data Beam Span 11.33 ft Reaction 1 LL 1983# Reaction 2 LL 1983# <br /> Beam Wt per ft 12.7# Reaction 1 TL 2550# Reaction 2 TL 2550# <br /> Bm Wt Included 144# Maximum V 2550# <br /> Max Moment 7224'# Max V(Reduced) 2194# <br /> TL Max DefI L/240 TL Actual Defl L/462 <br /> LL Max DO L/360 LL Actual Defl L/660 <br /> Attributes Section (in3) Shear int TL Defl in LL DO <br /> Actual 82.73 52.25 0.29 0.21 <br /> Critical 64.21 19.36 0.57 0.38 <br /> Status OK OK OK OK <br /> Ratio 78% 37% 52% 55% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 1350 170 1.6 625 <br /> Adjusted Values 1350 170 1.6 625 <br /> Adjustments CF Size Factor 1.000 <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:350 Uniform TL: 438 =A <br /> Uniform Load A <br /> 0 <br /> R1 =2550 R2=2550 <br /> SPAN= 11.33 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> f <br /> r`" <br />