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PLAN 171fq <br /> FOYER <br /> B2 <br /> �ecGan (2)2x-12 DF-L#2 Lu=0.0 Ft <br /> nndifrnns NDS 2005 <br /> Min Bearing Area RI=3.3 W R2=2.7)n2 (1.3)DL DO= 0.031n <br /> Date Beam Span 8.0 ft Reaction 1 LL 12809 Reaction 2 LL 1280# <br /> Beam Wt per ft 8.2# Reaction 1 TL 2090* Reaction 2 TL 1698# <br /> 6m Wt included 65# Maximum V 2090# <br /> Max Moment .3532'1✓ Max V(Reduced) 1707# <br /> TL Max Deft L 1240 TL Actual Detl L/>1DOO <br /> LL Max Defl L1380 LL Actual Dab 1-1>1000 <br /> Af(ribulas Section(in') Shear(ink TL Deft(in) LL DO <br /> Actual 63.28 33.75 0.08 0.05 <br /> Critical 47.09 14.22 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 74% 429/6 21% 19% <br /> Fb(ps _ Fv(psi _ E(psi x mi1 Fc osl <br /> Values Reference Values 900 180 1.6 625 <br /> Ad usted Values 900 18D 1.6 625 <br /> Ad ifs_ imonfs CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repeti8ve 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.OD LOD 1.00 <br /> CI Stability 1.WW Rb=0.00 Le 0.00 R <br /> Lands Uniform LL:320 Uniform TL 400 =A <br /> Point TL Distance <br /> 9=522 1.0 <br /> Uniform Load A <br /> Pt loads: <br /> Z�!, <br /> R1=2090 R2=•1698 <br /> SPAN=8 FT <br /> Uniform and pertlai uniform loads are lbs per lineal ft. <br />