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f <br /> BeamChek v2005 licensed to:Design Lines,inc. Reg#2308-64256 <br /> WANG <br /> REC RM WDW Prepared by: Q.T. Date: 1/10/11 <br /> Selection 6x 8 DF-L#1 Lu=0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=3.8 in2 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 10.02# Reaction 1 IL 2386# Reaction 2 TL 3372# <br /> Bm Wt Included 40# Maximum V 3372# <br /> Max Moment 4147'# Max V(Reduced) 2560# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L f>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 51.56 41.25 0.03 0.02 <br /> Critical 41.47 22.59 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 80% 55% 17% 18% <br /> Fb(psi) Fv(psi) E(psi x mil) Fcl_(psi) <br /> Values Base Values 1200 170 1.6 625 <br /> Base Adjusted 1200 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 /> 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 Unit TL Start End <br /> 390 B=520 1.8. <br /> 1515 C=2121 2.0 666 I=1038 2.0 4.0 <br /> Uniform Load A <br /> Pt loads: ©OC <br /> 8186 <br /> R2=3372 <br /> SPAN=4 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />