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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King 5040 Hdr @ Bedrm <br /> M-03 Prepared by: KAD Date:8/24/16 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.5 int R2=2.7 int (1.5) DL Defl= 0.02 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 1056# Reaction 2 LL 1 157# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1559# Reaction 2 TL 1680# <br /> Bm Wt Included 41 # Maximum V 1680# <br /> Max Moment 2821 '# Max V(Reduced) 1391 # <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max DO 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 0.04 0.02 <br /> Critical 31.34 11.59 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 63% 36% 16% 14% <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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:150 Uniform TL: 210 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 800 B=1220 2.13 200 H=280 2.13 5.25 <br /> H <br /> Uniform Load A <br /> Pt loads: <br /> R1 = 1559 R2= 1680 <br /> SPAN=5.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />