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PLAN 17gq <br /> FOYER <br /> 8.2 <br /> S�Jeafio� (2)2x't2 DF.L#2._T_ _Lu=O.0Fl. <br /> o ffiiJuns NDS 2005 <br /> Mln Bearing Area R1=3.3 in' R2=2.71n= (1.5)DL Dell= 0.03 In <br /> Date Beam Span 8.1)ft Reaction 1 LL 1280# Reaction 2 LL 12404 <br /> Beam Wt per it 0.20 Reaction 1 TL 20900 Reaction 2 TL 1698# <br /> Bm WI Included 66# Maximum V 209D# <br /> Max Moment .3632 W Max V(Reduced) 1707# <br /> TL Max Dell L/240 TL Actual Deft L WOW <br /> L_L Max Dell L/360 LLActuatOefl L/>1000 <br /> AHributes Section in') Shesr lj) TL Daft n) LL Dan <br /> Actual 63.28 33.75 0.08 0.05 <br /> CelOcal 47.09 14.22 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 7476 42% 21% 19% _ <br /> Fb IpAl)— Fv psi--E(2si x mil) Fc f(psl) <br /> ve_taos Reference Values 800 180 1.6 625 <br /> Adjusted Values 900 180 1.6 625__ <br /> A inshaonfs CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use UO 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le 0.00 Ft <br /> Loads Uniform LL:320 Uniform TL:400 =A <br /> Point TL Distance <br /> 11=522 1.0 <br /> �— Uniform Load! A <br /> Pt loads: <br /> RI=2090 R2:=.1698 <br /> SPAN=8 FT <br /> Uniform and partlal uniform loads are Ibs per lineal ft. <br />