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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb SGD @ Din <br /> M-02 Prepared by: KAD Date:3/03/15 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=3.4 inz R2=3.4 inz (1.5) DL Defl= 0.02 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1633# Reaction 2 LL 1616# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2140# Reaction 2 TL 2116# <br /> Bm Wt Included 47# Maximum V 2140# <br /> Max Moment 2976W Max V(Reduced) 1552# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in 3) Shear(in2) TL Defl in LL Defl <br /> Actual 49.91 32.38 0.06 0.04 <br /> Critical 33.07 12.94 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 66% 40% 20% 20% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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:373 Uniform TL: 467 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 130 B= 180 0.1 125 H=175 0 6.0 <br /> 130 C=180 5.5 <br /> H <br /> Uniform Load A <br /> Pt loads: 19 <br /> 0 <br /> R1 =2140 R2=2116 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />