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BeamChek v2005 licensed to:Design Lines,inc. Reg#2308-64256 <br /> WANG <br /> REC RM WDW Prepared by:D.T. Date: 1/10/11 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=3.8 int R2=5.4 in2 DL Defl<0.01 in. <br /> Data Beam Span 4.0 ft Reaction 1 LL 1705# Reaction 2 LL 2332# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2381# Reaction 2 TL 3367# <br /> Bm Wt Included 31 # Maximum V 3367# <br /> Max Moment 4143'# Max V(Reduced) 2368# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Deli L/>1000 <br /> Attributes Section(in3) Shear(int) IL Deft(in) LL Defl <br /> Actual 49.91 32.38 0.03 0.02 <br /> Critical 46.03 19.74 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 92% 61% 14% 15% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc!(psi) <br /> Values Base Values 900 180 1.6 625 <br /> Base Adjusted 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 Kbe=0.0 <br /> Loads Uniform LL:200 Uniform TL 250 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif IL Start End <br /> 390 B=520 1.8 <br /> 1515 C=2121 2.0 666 t=1038 2.0 4.0 <br /> I <br /> Uniform Load A <br /> Pt loads: <br /> R1 =2381 R2=3367 <br /> SPAN=4 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />