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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb Floor Beam <br /> F-01 Prepared by: KAD Date:3/03/15 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.7 inz R2=2.7 int (1.5) DL Def I= 0.03 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1320# Reaction 2 LL 1320# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1668# Reaction 2 TL 1668# <br /> Bm Wt Included 37# Maximum V 1668# <br /> Max Moment 2503'# Max V(Reduced) 1332# <br /> TL Max Deft L/240 TL Actual Defl L/716 <br /> LL Max DO L/360 LL Actual Defl L/1,000 <br /> Attributes Section (in3) Shear(in2) TL Defl in LL DefI <br /> Actual 30.66 25.38 0.10 0.07 <br /> Critical 25.67 11.10 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 84% 44% 34% 36% <br /> Fb(psi) Fv(psi) E(psi x mil Fc-L_(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 1170 180 1.6 625 <br /> Adiustments 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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:440 Uniform TL: 550 =A <br /> Uniform Load A <br /> 0 <br /> R1 = 1668 R2= 1668 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> l,, <br />